All Stories

  1. Development of Novel Offshore Submersible Seaweed Cultivation Infrastructure with Deep-Cycling Capability
  2. Advances in Offshore Aquaculture and Renewable Energy Production
  3. Numerical Study on Hydroelastic Responses of Submersible High-Density Polyethylene Circular Seaweed Platforms Held by Single-Point Mooring System and Buoys
  4. In-Plane Vibrations of Elastic Lattice Plates and Their Continuous Approximations
  5. On angular and surface interactions in two-dimensional elastic lattices
  6. Methodology for determining optimal design of funicular arches under point loads and selfweight against in-plane buckling
  7. Optimal bracing system design for funicular twin arches against out-of-plane buckling
  8. Developments in Modeling Techniques for Reliability Design of Aquaculture Cages: A Review
  9. Advances in Research and Developments on Offshore Aquaculture and Renewable Energy Production
  10. Hydroelastic Responses of a Submersible Ring Structure for Offshore Seaweed Cultivation under Wave Action
  11. Offshore fish pen design
  12. A Feasibility Study on Green Energy Production at the Location of Offshore Oil and Gas Platforms in Australia
  13. Hydroelastic Analysis of Submersible Circular Seaweed Platform
  14. Hydroelastic Response of Submersible Open Net Fish Pens Under Wave Action
  15. Hydroelastic Responses of a Circular Net Cage Under Wave Action
  16. Novel Solution for Mitigating Sloshing in Floating Closed-Containment Aquaculture Tanks
  17. Experimental study on hydrodynamic response of a floating rigid fish tank model with slosh suppression blocks
  18. Offshore Fish Farms: A Review of Standards and Guidelines for Design and Analysis
  19. Optimal Design of Funicular Arches Under Equally Spaced Point Loads for Maximum Buckling Load
  20. Discrete and continuous models of linear elasticity: history and connections
  21. Improved Vehicle Scanning Method for Bridge Damage Detection
  22. Efficiency and Wave Run-Up of Porous Breakwater with Sloping Deck
  23. Hydrodynamic behaviour of floating polygonal compound platforms with wide porous media
  24. Hydroelastic interactions between waves and an array of submersible flexible fish cages
  25. On the role of mass distribution in free vibration of Hencky beam models: discrete and nonlocal continuous approaches
  26. A fractional nonlocal elastic model for lattice wave analysis
  27. Review of the Status and Developments in Seaweed Farming Infrastructure
  28. Hydrodynamic Behaviour of a Floating Polygonal Platform Centrally Placed within a Polygonal Ring Structure under Wave Action
  29. Floating Breakwaters: Sustainable Solution for Creating Sheltered Sea Space
  30. Optimal design of functionally graded lattice structures using Hencky bar-grid model and topology optimization
  31. Bridge damage detection using reconstructed mode shape by improved vehicle scanning method
  32. Prediction of Elastic-Softening-Debonding behavior for CFRP Tendon-Adhesively bonded anchors
  33. A frequency domain approach for analyzing motion responses of integrated offshore fish cage and wind turbine under wind and wave actions
  34. Erratum: “Analytical solutions of hydroelastic interactions between waves and submerged open-net fish cage modeled as a porous cylindrical thin shell” [Phys. Fluids 34, 017104 (2022)]
  35. Assessment of uncertain alternatives for co-located aquaculture and offshore wind farm in tasmania
  36. Hydrodynamic behaviour of floating polygonal ring structures under wave action
  37. Modal properties identification of damped bridge using improved vehicle scanning method
  38. Potential flow theory-based analytical and numerical modelling of porous and perforated breakwaters: A review
  39. Slosh Suppression Blocks - A concept for mitigating fluid motions in floating closed containment fish pen in high energy environments
  40. Finite element - Multi-domain boundary element method for hydroelastic analysis of large floating pontoons with perforated plates
  41. Analytical solutions of hydroelastic interactions between waves and submerged open-net fish cage modeled as a porous cylindrical thin shell
  42. Title page
  43. A Semi-Analytical Model for Studying Hydroelastic Behaviour of a Cylindrical Net Cage under Wave Action
  44. Coupled analytical-numerical approach for determining hydrodynamic responses of breakwater with multiple OWCs
  45. Floating forest: A novel breakwater-windbreak structure against wind and wave hazards
  46. Moving internal node element method for dynamic analysis of beam structure under moving vehicle
  47. Hydrodynamic Behaviour of Floating Polygonal Platforms under Wave Action
  48. Research and development in connector systems for Very Large Floating Structures
  49. Elasticity solutions for nano-plane structures under body forces using lattice elasticity, continualised nonlocal model and Eringen nonlocal model
  50. Hencky Bar-Grid Model for Plane Stress Elasticity Problems
  51. Predicting far-lee wind flow characteristics behind a 2D wedge-shaped obstacle: Experiments, numerical simulations and empirical equations
  52. Representative Transmission Coefficient for Evaluating the Wave Attenuation Performance of 3D Floating Breakwaters in Regular and Irregular Waves
  53. Reliability of multi-purpose offshore-facilities: Present status and future direction in Australia
  54. Design development of porous collar barrier for offshore floating fish cage against wave action, debris and predators
  55. Examination of net volume reduction of gravity-type open-net fish cages under sea currents
  56. Modelling wide perforated breakwater with horizontal slits using Hybrid-BEM method
  57. Automation of Land Expansion: Prefabrication of Floating Platforms for Expansion of Cities onto Adjacent Water Bodies
  58. Lattice-Based Nonlocal Elastic Structural Models
  59. Combined Spar and Partially Porous Wall Fish Cage for Offshore Site
  60. Comparison of Numerical and Semi-analytical Dynamic Results for Inclined Beam Under Moving Load
  61. Experimental and Numerical Simulation of Wind Characteristics Behind Wedge-shaped Windbreak
  62. Hydrodynamics study on rectangular porous breakwater with horizontal internal water channels
  63. Dynamic Stability and Response of Inclined Beams Under Moving Mass and Follower Force
  64. Elastic In-Plane Buckling of Funicular Arches
  65. Vibration of a Segmented Rod
  66. An enhanced Hencky bar-chain model for bending, buckling and vibration analyses of Reddy beams
  67. Wave energy converter and large floating platform integration: A review
  68. Heaving wave energy converter-type attachments to a pontoon-type very large floating structure
  69. Nonlinear vibrations of graphene piezoelectric microsheet under coupled excitations
  70. Extensible beam-like metastructures at the microscale: Theoretical and modified Hencky bar-chain modeling
  71. Further insights into moving load problem on inclined beam based on semi-analytical solution
  72. Hydrodynamic Response Analysis of Combined Spar Wind Turbine and Fish Cage for Offshore Fish Farms
  73. Optimal Design of Triangular Arches against Buckling
  74. Optimal design of steel buckling-restrained braces considering stiffness and strength requirements
  75. Review of models for predicting wind characteristics behind windbreaks
  76. Vibration Absorber for Spring-Mass System Using a Hanging Heavy Column with Rotationally Restrained End
  77. Experimental study on wedge-bonded anchors for CFRP tendons under cyclic loading
  78. Review of cage and containment tank designs for offshore fish farming
  79. Oscillating Wave Surge Converter-Type Attachment for Extracting Wave Energy While Reducing Hydroelastic Responses of Very Large Floating Structures
  80. Calibration of Eringen's small length scale coefficient for buckling circular and annular plates via Hencky bar-net model
  81. Two-mode WEC-type attachment for wave energy extraction and reduction of hydroelastic response of pontoon-type VLFS
  82. Floating Solutions for Challenges Facing Humanity
  83. ACMSM25
  84. Modeling joints with multiple members in Hencky bar-chain model for buckling analysis of frames
  85. Hydrodynamic Analysis of Partially Filled Liquid Tanks Subject to 3D Vehicular Manoeuvring
  86. Large Floating Structure with Free-Floating, Self-Stabilizing Tanks for Hydrocarbon Storage
  87. A Pitching WEC-Type Attachment for Extracting Wave Energy and Reducing Hydroelastic Response of VLFS
  88. Fatigue Design Criteria for Adhesively Bonded Anchorage for CFRP Tendon
  89. Uncovering Physical Structural Model Behind Finite Difference Model for Vibration Analysis of Plates
  90. Matrix Method for Buckling Analysis of Frames Based on Hencky Bar-Chain Model
  91. Hencky Bar-Chain/Net for Structural Analysis
  92. Floating Forest: A Novel Concept of Floating Breakwater-Windbreak Structure
  93. Wave Response of a Novel Breakwater Concept With Oscillating Water Columns
  94. Dynamic response and stability of an inclined Euler beam under a moving vertical concentrated load
  95. Scale effect and higher-order boundary conditions for generalized lattices, with direct and indirect interactions
  96. Exact and nonlocal solutions for vibration of multiply connected bar-chain system with direct and indirect neighbouring interactions
  97. Extracting energy while reducing hydroelastic responses of VLFS using a modular raft wec-type attachment
  98. Hencky Bar-Chain model for buckling analysis of non-symmetric portal frames
  99. Prediction and optimization of stress distribution in bonded anchors for CFRP tendons
  100. Buckling of multiply connected bar-chain and its associated continualized nonlocal model
  101. Optimization of modular raft WEC-type attachment to VLFS and module connections for maximum reduction in hydroelastic response and wave energy production
  102. Comparison of nano-plate bending behaviour by Eringen nonlocal plate, Hencky bar-net and continualised nonlocal plate models
  103. Buckling and vibration analysis of nonlocal axially functionally graded nanobeams based on Hencky-bar chain model
  104. On Lateral-Torsional Buckling of Non-Local Beams
  105. Experimental study on fatigue performance of adhesively bonded anchorage system for CFRP tendons
  106. Extension of Hencky bar-net model for vibration analysis of rectangular plates with rectangular cutouts
  107. Interfacial Thermal Conductance and Thermal Rectification of Hexagonal BCnN/Graphene In-Plane Heterojunctions
  108. Uncovering the finite difference model equivalent to Hencky bar-net model for axisymmetric bending of circular and annular plates
  109. Hencky bar-net model for buckling and vibration analyses of rectangular plates with non-uniform thickness
  110. Modelling vibrating nano-strings by lattice, finite difference and Eringen's nonlocal models
  111. Review of recent research and developments on floating breakwaters
  112. Analysis and design of floating prestressed concrete structures in shallow waters
  113. Exact and Nonlocal Solutions for Vibration of Axial Lattice with Direct and Indirect Neighboring Interactions
  114. Reducing hydroelastic responses of pontoon-type VLFS using vertical elastic mooring lines
  115. Hencky bar-chain model for optimal circular arches against buckling
  116. Vibration of laminated-beams based on reference-plane formulation: Effect of end supports at different heights of the beam
  117. Hencky Bar-Net Model for Vibration of Rectangular Plates with Mixed Boundary Conditions and Point Supports
  118. Global dynamic response analysis of oil storage tank in finite water depth: Focusing on fender mooring system parameter design
  119. Hencky bar-net model for buckling analysis of plates under non-uniform stress distribution
  120. Static and Dynamic Behaviors of Microstructured Membranes within Nonlocal Mechanics
  121. Hencky bar-net model for plate buckling
  122. A new active learning method based on the learning function U of the AK-MCS reliability analysis method
  123. Experimental Study of Hydrodynamic Responses of a Single Floating Storage Tank With Internal Fluid
  124. Initial Design of a Double Curved Floating Bridge and Global Hydrodynamic Responses Under Environmental Conditions
  125. An approximate model for optimizing Bernoulli columns against buckling
  126. Vibration of Heavy String Tethered to Mass–Spring System
  127. Semi-analytical solutions for optimal design of columns based on Hencky bar-chain model
  128. Small length scale coefficient for Eringen’s and lattice-based continualized nonlocal circular arches in buckling and vibration
  129. Comparison of nonlocal continualization schemes for lattice beams and plates
  130. Improvement of mechanical properties by incorporating graphene oxide into cement mortar
  131. Eringen’s small length scale coefficient for vibration of axially loaded nonlocal Euler beams with elastic end restraints
  132. Critical examination of midplane and neutral plane formulations for vibration analysis of FGM beams
  133. On boundary conditions for buckling and vibration of nonlocal beams
  134. Buckling and vibration of Hencky bar-chain with internal elastic springs
  135. Eringen’s Stress Gradient Model for Bending of Nonlocal Beams
  136. Hencky bar-chain model for buckling and vibration analyses of non-uniform beams on variable elastic foundation
  137. Bending, Buckling, and Vibration of Equilateral Simply Supported or Clamped Triangular Plates with Rounded Corners
  138. Buckling and vibrations of microstructured rectangular plates considering phenomenological and lattice-based nonlocal continuum models
  139. Buckling of Nonlocal Columns with Allowance for Selfweight
  140. Hencky bar-chain model for buckling analysis of non-uniform columns
  141. Nonlocal or gradient elasticity macroscopic models: A question of concentrated or distributed microstructure
  142. Discrete and non-local elastica
  143. From Ziegler to Beck’s column: a nonlocal approach
  144. Revisiting finite difference and finite element methods applied to structural mechanics within enriched continua
  145. On Nonlocal Computation of Eigenfrequencies of Beams Using Finite Difference and Finite Element Methods
  146. Hencky Bar-Chain Model for Buckling and Vibration of Beams with Elastic End Restraints
  147. Preface
  148. Discussion: Effect of strain rate on splitting tensile strength of geopolymer concrete
  149. Corrigendum to “Nonlinear-elastic membrane-shell model for single-walled carbon nanotubes under uni-axial deformation” [Comput. Mater. Sci. 97 (2015) 237–244]
  150. Effect of Covalent Functionalization on Thermal Transport across Graphene–Polymer Interfaces
  151. Effect of ultrasonication energy on engineering properties of carbon nanotube reinforced cement pastes
  152. Mechanical properties and microstructure of a graphene oxide–cement composite
  153. Corrigendum to “Nonlinear-elastic membrane-shell model for single-walled carbon nanotubes under uni-axial deformation” [Comput. Mater. Sci. 97 (2015) 237–244]
  154. Nonlocal Equivalent Continua for Buckling and Vibration Analyses of Microstructured Beams
  155. Analytical Solutions for Catenary Domes
  156. Eringen’s Length-Scale Coefficients for Vibration and Buckling of Nonlocal Rectangular Plates with Simply Supported Edges
  157. Nonlinear-elastic membrane-shell model for single-walled carbon nanotubes under uni-axial deformation
  158. Reinforcing Effects of Graphene Oxide on Portland Cement Paste
  159. Mechanical behavior of geopolymer concrete subjected to high strain rate compressive loadings
  160. On lateral-torsional buckling of discrete elastic systems: A nonlocal approach
  161. Eringen’s length scale coefficient for buckling of nonlocal rectangular plates from microstructured beam-grid model
  162. Nano reinforced cement and concrete composites and new perspective from graphene oxide
  163. Closed-form solutions for funicular cables and arches
  164. Obtaining Eringen׳s length scale coefficient for vibrating nonlocal beams via continualization method
  165. Effect of strain rate on splitting tensile strength of geopolymer concrete
  166. Treatment of elastically restrained ends for beam buckling in finite difference, microstructured and nonlocal beam models
  167. On buckling of granular columns with shear interaction: Discrete versus nonlocal approaches
  168. Temperature-induced unfolding of scrolled graphene and folded graphene
  169. On nonconservativeness of Eringen’s nonlocal elasticity in beam mechanics: correction from a discrete-based approach
  170. Continuum Shell Model for Buckling of Single-Walled Carbon Nanotubes with Different Chiral Angles
  171. Discrete systems behave as nonlocal structural elements: Bending, buckling and vibration analysis
  172. CONTINUUM SHELL MODEL FOR BUCKLING OF ARMCHAIR CARBON NANOTUBES UNDER COMPRESSION OR TORSION
  173. Floating wetlands at Punggol
  174. Molecular Dynamics Simulation and Continuum Shell Model for Buckling Analysis of Carbon Nanotubes
  175. Eringen's small length scale coefficient for buckling of nonlocal Timoshenko beam based on microstructured beam model
  176. Development of analytical vibration solutions for microstructured beam model to calibrate length scale coefficient in nonlocal Timoshenko beams
  177. A molecular dynamics investigation on mechanical properties of hydrogenated graphynes
  178. Calibration of Eringen's small length scale coefficient for initially stressed vibrating nonlocal Euler beams based on microstructured beam model
  179. Exact Vibration Solutions for a Class of Nonuniform Beams
  180. Reducing hydroelastic response of pontoon-type very large floating structures using flexible connector and gill cells
  181. Stochastic hydroelastic analysis of pontoon-type very large floating structures considering directional wave spectrum
  182. CHIEF EDITORS' NOTE
  183. Analytical length scale calibration of nonlocal continuum from a microstructured buckling model
  184. Analogy of TE waveguide and vibrating plate with sliding edge condition and exact solutions
  185. A grillage model for predicting wrinkles in annular graphene under circular shearing
  186. Appropriate Boundary Conditions for Nonlocal Elastic Beams
  187. Stability Analysis of Nonlocal Elastic Columns with Initial Imperfection
  188. A molecular dynamics investigation on thermal conductivity of graphynes
  189. BUCKLING BEHAVIOR OF SHORT MULTI-WALLED CARBON NANOTUBES UNDER AXIAL COMPRESSION LOADS
  190. Thermal conductivity of defective graphene
  191. BUCKLING OF NANO-RINGS/ARCHES BASED ON NONLOCAL ELASTICITY
  192. Towards Interactive Steering of a Very Large Floating Structure Code by Using HPC Parallelisation Strategies
  193. Mechanical properties of graphynes under tension: A molecular dynamics study
  194. Novel Hybrid System for Reducing Hydroelastic Response of Very Large Floating Structures
  195. Exact Vibration Solution for Exponentially Tapered Cantilever With Tip Mass
  196. Buckling analysis of shear deformable nanorods within the framework of nonlocal elasticity theory
  197. Exact Vibration Solutions of Nonhomogeneous Circular, Annular and Sector Membranes
  198. BI-STABLE ANALYSES OF LAMINATED FGM SHELLS
  199. Carbon Nanotubes and Nanosensors
  200. Exact closed form solutions for free vibration of non-uniform annular plates
  201. Tunable wrinkling pattern in annular graphene under circular shearing at inner edge
  202. Hydroelastic response of very large floating structure with a flexible line connection
  203. EXAMINATION OF CYLINDRICAL SHELL THEORIES FOR BUCKLING OF CARBON NANOTUBES
  204. Carbon nanotube–cement composites: A retrospect
  205. Mechanical properties of bilayer graphene sheets coupled by sp bonding
  206. EXACT SOLUTIONS FOR VIBRATING RECTANGULAR MEMBRANES PLACED IN A VERTICAL PLANE
  207. Sanders shell model for buckling of single-walled carbon nanotubes with small aspect ratio
  208. Bending behavior of double-walled carbon nanotubes with sp3 interwall bonds
  209. MESSAGE FROM CHIEF EDITORS OF IJSSD
  210. Exact solutions for vibrating nonhomogeneous rectangular membranes with exponential density distribution
  211. Research and developments on ocean thermal energy conversion
  212. A Molecular Dynamics Investigaation of the Torsional Responses of Defective Single-Walled Carbon Nanotubes
  213. Hydroelastic Response of Square VLFS With Line Hinge Connector System
  214. Very Large Floating Structures: Applications, Research and Development
  215. A molecular dynamics investigation of the torsional responses of defective single-walled carbon nanotubes
  216. Exact solutions for vibration of a vertical heavy string with a tip mass
  217. Research on floating wind turbines: a literature survey
  218. A Nonlinear Van Der Waals Force Model for Multiwalled Carbon Nanotubes Modeled by a Nested System of Cylindrical Shells
  219. Dynamic Instability of Nanorods/Nanotubes Subjected to an End Follower Force
  220. Hydroelastic Analysis and Response of Pontoon-Type Very Large Floating Structures
  221. Optimal Layout of Gill Cells for Very Large Floating Structures
  222. FREE VIBRATION AND BUCKLING ANALYSIS OF HIGHLY SKEWED PLATES BY LEAST SQUARES-BASED FINITE DIFFERENCE METHOD
  223. Bending, Buckling, and Vibration of Micro/Nanobeams by Hybrid Nonlocal Beam Model
  224. Literature Review of Methods for Mitigating Hydroelastic Response of VLFS Under Wave Action
  225. Recent Studies on Buckling of Carbon Nanotubes
  226. Triangular higher-order element for better prediction of stress resultants and stresses in plated and shell structures
  227. Collision of a suddenly released bent carbon nanotube with a circular graphene sheet
  228. Hydrodynamic forces on a rolling barge with bilge keels
  229. MESSAGE FROM IJSSD EDITORS-IN-CHIEF
  230. Connection design for two-floating beam system for minimum hydroelastic response
  231. Exact lateral–torsional buckling solutions for cantilevered beams subjected to intermediate and end transverse point loads
  232. Hydroelastic Response of VLFS With a Hinge or Semi-Rigid Line Connection
  233. A higher-order plate element for accurate prediction of interlaminar stresses in laminated composite plates
  234. Buckling of defective carbon nanotubes
  235. Experimental study on anti-heaving devices for very large floating structure
  236. Assessment of continuum mechanics models in predicting buckling strains of single-walled carbon nanotubes
  237. Mechanical Properties and Buckling Behaviors of Condensed Double-Walled Carbon Nanotubes
  238. Plastic-Buckling of Rectangular Plates under Combined Uniaxial and Shear Stresses
  239. Hydroelastic responses and interactions of floating fuel storage modules placed side-by-side with floating breakwaters
  240. POSTBUCKLING OF NANO RODS/TUBES BASED ON NONLOCAL BEAM THEORY
  241. Buckling of carbon nanotubes at high temperatures
  242. Nonlinear bending and stretching of a circular graphene sheet under a central point load
  243. Dynamic behavior of triple-walled carbon nanotubes conveying fluid
  244. Reducing Hydroelastic Response of Interconnected Floating Beams Using Semi-Rigid Connections
  245. DYNAMICAL PROPERTIES OF MULTI-WALLED CARBON NANOTUBES BASED ON A NONLOCAL ELASTICITY MODEL
  246. Mesh-free least-squares-based finite difference method for large-amplitude free vibration analysis of arbitrarily shaped thin plates
  247. Modification of fundamental vibration modes of circular plates with free edges
  248. Torsional responses of double-walled carbon nanotubes via molecular dynamics simulations
  249. Computation of stress resultants in plate bending problems using higher-order triangular elements
  250. Computation of the stress resultants of a floating Mindlin plate in response to linear wave forces
  251. Hydroelastic analysis of pontoon-type circular VLFS with an attached submerged plate
  252. Buckling of super ellipsoidal shells under uniform pressure
  253. The small length scale effect for a non-local cantilever beam: a paradox solved
  254. Free vibration of nanorings/arches based on nonlocal elasticity
  255. Beam Bending Solutions Based on Nonlocal Timoshenko Beam Theory
  256. Buckling of super ellipsoidal shells under uniform pressure
  257. Heaving response of a large floating platform
  258. Buckling Analysis of Moderately Thick Rotational Shells under Uniform Pressure Using the Ritz Method
  259. Examining the effects of wall numbers on buckling behavior and mechanical properties of multiwalled carbon nanotubes via molecular dynamics simulations
  260. Exact Solution for Buckling of Columns Including Self-Weight
  261. Hydroelastic Analysis of Floating Performance Stage at Marina Bay, Singapore
  262. Hydroelastic Response of Floating Fuel Storage Modules Placed Side-by-Side
  263. BUCKLING AND POSTBUCKLING ANALYSIS OF MULTI-WALLED CARBON NANOTUBES BASED ON THE CONTINUUM SHELL MODEL
  264. Buckling of Carbon Nanotubes: A Literature Survey
  265. Hydroelastic response of a box-like floating fuel storage module modeled using non-conforming quadratic-serendipity Mindlin plate element
  266. Rigid Element Approach for Deriving the Geometric Stiffness of Curved Beams for Use in Buckling Analysis
  267. VIBRATION OF INITIALLY STRESSED MICRO- AND NANO-BEAMS
  268. Pressure dependence of the instability of multiwalled carbon nanotubes conveying fluids
  269. Non-local elastic plate theories
  270. Plastic buckling analysis of thick plates using p-Ritz method
  271. Vibration analysis of arbitrarily shaped membranes using local radial basis function-based differential quadrature method
  272. Exact solutions for axisymmetric bending of micro/nanoscale circular plates based on nonlocal plate theory
  273. Effectiveness and optimal design of gill cells in minimizing differential deflection in circular VLFS
  274. Vibration of Annular Mindlin Plates with Small Cores
  275. Effect of strain rate on the buckling behavior of single- and double-walled carbon nanotubes
  276. Exact variational nonlocal stress modeling with asymptotic higher-order strain gradients for nanobeams
  277. Vibration of nonlocal Timoshenko beams
  278. Calibration of nonlocal scaling effect parameter for free vibration of carbon nanotubes by molecular dynamics
  279. The constitutive relation and small scale parameter of nonlocal continuum mechanics for modelling carbon nanotubes
  280. Analysis and design of plated structures
  281. Free vibration analysis of plates using least-square-based finite difference method
  282. Optimal Layout of Gill Cells for Very Large Floating Structures
  283. LSFD method for accurate vibration modes and modal stress-resultants of freely vibrating plates that model VLFS
  284. Computation of modal stress resultants for completely free vibrating plates by LSFD method
  285. Effect of chirality on buckling behavior of single-walled carbon nanotubes
  286. Effect of omitting terms involving tube radii difference in shell models on buckling solutions of DWNTs
  287. AN APPLICATION OF DIFFERENTIAL TRANSFORMATION TO STABILITY ANALYSIS OF HEAVY COLUMNS
  288. Buckling analysis of micro- and nano-rods/tubes based on nonlocal Timoshenko beam theory
  289. Timoshenko beam model for vibration analysis of multi-walled carbon nanotubes
  290. Buckling of double-walled carbon nanotubes modeled by solid shell elements
  291. SHRIMP zircon U-Pb dating for subduction-related granitic rocks in the northern part of east Jungaar, Xinjiang
  292. Benchmark hydroelastic responses of a circular VLFS under wave action
  293. Deposition and characterization of TaN–Cu nanocomposite thin films
  294. Membrane Analysis and Minimum Weight Design of Submerged Spherical Domes
  295. Membrane analysis and optimization of submerged domes with allowance for selfweight and skin cover load
  296. Minimizing differential deflection in a pontoon-type, very large floating structure via gill cells
  297. Postbuckling of Beam Subjected to Intermediate Follower Force
  298. Buckling of circular plates under intermediate and edge radial loads
  299. Closure to “Buckling of a Weakened Column” by C. Y. Wang, C. M. Wang, and Tun Myint Aung
  300. Discussion of “Buckling of a Weakened Column” by C. Y. Wang, C. M. Wang, and Tun Myint Aung
  301. Modeling of van der Waals force for infinitesimal deformation of multi-walled carbon nanotubes treated as cylindrical shells
  302. Boundary-free multi-element barrier films by reactive co-sputtering
  303. Exact vibration results for stepped circular plates with free edges
  304. Buckling of Circular Mindlin Plates with an Internal Ring Support and Elastically Restrained Edge
  305. Effects of annealing on the microstructure and electrical properties of TaN-Cu nanocomposite thin films
  306. Approximate Solution for the Shape of Submerged Funicular Arches with Self-weight
  307. Buckling of intermediate ring supported cylindrical shells under axial compression
  308. Bending Solutions of Sectorial Thick Plates Based on Reissner Plate Theory
  309. Examination of the fundamental frequencies of annular plates with small core
  310. Near-Amorphous Alloy Thin Films by Co-Sputtering Deposition
  311. Electrical and piezoresistive properties of TaN–Cu nanocomposite thin films
  312. Buckling of a Weakened Column
  313. Closure to “Stability Criteria for Euler Columns with Intermediate and End Axial Loads” by C. M. Wang, C. Y. Wang and I. M. Nazmul
  314. Mode shapes and stress-resultants of circular Mindlin plates with free edges
  315. Plastic buckling of rectangular plates subjected to intermediate and end inplane loads
  316. Exact Solutions for Buckling of Structural Members
  317. Exact Bending Solutions of Axisymmetric Reissner Plates in Terms of Classical Thin Plate Solutions
  318. Closure to “Buckling of Columns with Intermediate Elastic Restraint” by C. M. Wang and I. M. Nazmul
  319. Electrical properties of TaN–Cu nanocomposite thin films
  320. Hydroelastic analysis of pontoon-type VLFS: a literature survey
  321. Plastic Buckling of Simply Supported, Polygonal Mindlin Plates
  322. Stability criteria for rectangular plates subjected to intermediate and end inplane loads
  323. Buckling of Vertical Cylindrical Shells Under Combined End Pressure and Body Force
  324. Exact Buckling Solutions For Rectangular Plates Under Intermediate and End Uniaxial Loads
  325. Fundamental frequencies of circular plates with internal elastic ring support
  326. Ritz Buckling Analysis of Rectangular Plates with Internal Hinge
  327. Shape Control of Statically Indeterminate Laminated Beams with Piezoelectric Actuators
  328. Stability Criteria for Euler Columns with Intermediate and End Axial Loads
  329. Vibration of Timoshenko Beams with Internal Hinge
  330. Buckling of Columns with Intermediate Elastic Restraint
  331. Optimization of Submerged Funicular Arches
  332. Optimal location of a cutout in rectangular Mindlin plates for maximum fundamental frequency of vibration
  333. Stability criteria for Timoshenko columns with intermediate and end concentrated axial loads
  334. Optimal design of stepped circular plates with allowance for the effect of transverse shear deformation
  335. EXACT BUCKLING AND VIBRATION SOLUTIONS FOR STEPPED RECTANGULAR PLATES
  336. Funicular Shapes for Submerged Arches
  337. Improved Computation of Stress Resultants in the p -Ritz Method
  338. BENDING OF SECTORIAL LEVINSON PLATES: RELATIONSHIPS WITH CLASSICAL SOLUTIONS*
  339. Problems and remedy for the Ritz method in determining stress resultants of corner supported rectangular plates
  340. Thick Lévy plates re-visited
  341. Bending Solutions of Axisymmetric Levinson Plates in Terms of Corresponding Kirchhoff Solutions
  342. Elastic/plastic buckling of thick plates
  343. Shape control of coupled nonlinear piezoelectric beams
  344. Buckling of circular plates with an internal ring support and elastically restrained edges
  345. Control of wind-excited towers by active tuned liquid column damper
  346. Evaluation of modal stress resultants in freely vibrating plates
  347. Relationships between bending solutions of Reissner and Mindlin plate theories
  348. Bending solutions of Levinson beams and plates in terms of the classical theories
  349. A CONTROLLABILITY INDEX FOR OPTIMAL DESIGN OF PIEZOELECTRIC ACTUATORS IN VIBRATION CONTROL OF BEAM STRUCTURES
  350. Analysis of rectangular thick rafts on an elastic half-space
  351. Vibration Analysis of Arbitrarily Shaped Sandwich Plates via Ritz Method
  352. <title>Linear and nonlinear actuations in shape control of beams</title>
  353. Axisymmetric Buckling of Reddy Circular Plates on Pasternak Foundation
  354. Deducing thick plate solutions from classical thin plate solutions
  355. Bending of linearly tapered annular Mindlin plates
  356. Displacement control of Timoshenko beams via induced strain actuators
  357. Bending of annular sectorial Mindlin Plates using Kirchhoff results
  358. An overview of the relationships between solutions of the classical and shear deformation plate theories
  359. FREE VIBRATION OF SKEW SANDWICH PLATES WITH LAMINATED FACINGS
  360. Optimal placement and size of piezoelectric patches on beams from the controllability perspective
  361. Bending Solutions of Sectorial Mindlin Plates from Kirchhoff Plates
  362. Canonical exact solutions for Levy-plates on two-parameter foundation using Green's functions
  363. Optimal Damper Characteristics of ATMD for Buildings under Wind Loads
  364. Frequency relationship between levinson plates and classical thin plates
  365. Vibration control of various types of buildings using TLCD
  366. Elastic buckling analysis of ring-stiffened cylindrical shells under general pressure loading via the Ritz method
  367. Moment Value at the Center of Circular Plates Under Central Point Load
  368. Relationships Between Kirchhoff and Mindlin Bending Solutions for Levy Plates
  369. Control on Dynamic Structural Response Using Active-Passive Composite-Tuned Mass Dampers
  370. Deducing Buckling Loads of Sectorial Mindlin Plates from Kirchhoff Plates
  371. Effectiveness of TLCD on various structural systems
  372. Axisymmetric bending of functionally graded circular and annular plates
  373. Double Curvature Bending of Variable-Arc-Length Elasticas
  374. Shape Control of Laminated Cantilevered Beams with Piezoelectric Actuators
  375. Treatment of mixed and nonuniform boundary conditions in GDQ vibration analysis of rectangular plates
  376. OPTIMAL DESIGN OF INTERNAL RING SUPPORTS FOR VIBRATING CIRCULAR PLATES
  377. Deflection relationships between classical and third-order plate theories
  378. Vibration control of tapered buildings using TLCD
  379. Shear deformable bending solutions for nonuniform beams and plates with elastic end restraints from classical solutions
  380. Exact Solutions for Timoshenko Beams on Elastic Foundations Using Green's Functions∗
  381. On the Use of Deflection Components in Timoshenko Beam Theory
  382. Relationships Between Classical and Shear Deformation Theories of Axisymmetric Circular Plates
  383. Optimal locations of point supports in laminated rectangular plates for maximum fundamental frequency
  384. Analytical bending solutions of elastica with one end held while the other end portion slides on a friction support
  385. Relationships between Buckling Loads of Kirchhoff, Mindlin, and Reddy Polygonal Plates on Pasternak Foundation
  386. Relationship Between Vibration Frequencies of Reddy and Kirchhoff Polygonal Plates With Simply Supported Edges
  387. Buckling of Circular Plates Based on Reddy Plate Theory
  388. Green’s Functions for Timoshenko Beam Problems
  389. Vibration of Skew Sandwich Plates With Laminated Facings
  390. Exact solutions of variable-arc-length elasticas under moment gradient
  391. Relationships between bending solutions of classical and shear deformation beam theories
  392. VIBRATION OF INITIALLY STRESSED REDDY PLATES ON A WINKLER–PASTERNAK FOUNDATION
  393. Viscoelastic Timoshenko Beam Solutions from Euler-Bernoulli Solutions
  394. UNIFIED FINITE ELEMENTS BASED ON THE CLASSICAL AND SHEAR DEFORMATION THEORIES OF BEAMS AND AXISYMMETRIC CIRCULAR PLATES
  395. Exact solutions for axisymmetric bending of continuous annular plates
  396. Relationships between Mindlin and Kirchhoff bending solutions for tapered circular and annular plates
  397. Ritz Method for Vibration Analysis of Cylindrical Shells with Ring Stiffeners
  398. Timoshenko curved beam bending solutions in terms of Euler-Bernoulli solutions
  399. Deflection and stress-resultants of axisymmetric mindlin plates in terms of corresponding Kirchhoff solutions
  400. Buckling of annular plates elastically restrained against rotation along edges
  401. OPTIMAL DESIGN OF INTERNAL RING SUPPORT FOR RECTANGULAR PLATES AGAINST VIBRATION OR BUCKLING
  402. Optimal locations of point supports in plates for maximum fundamental frequency
  403. Optimization of linear segmented circular Mindlin plates for maximum fundamental frequency
  404. Discussion: Postbuckling of Moderately Thick Circular Plates with Edge Elastic Restraint
  405. VIBRATION FREQUENCIES OF SIMPLY SUPPORTED POLYGONAL SANDWICH PLATES VIA KIRCHHOFF SOLUTIONS
  406. Wagner term in flexural-torsional buckling of thin-walled open-profile columns
  407. Large deflection of simple variable-arc-length beam subjected to a point load
  408. Buckling of Tapered Circular Plates: Allowances for Effects of Shear and Radial Deformation*
  409. Stability of Orthogonally Intersecting Equal-Leg Angle Cross-Bracing Systems*
  410. Simply Supported Polygonal Mindlin Plate Deflections Using Kirchhoff Plates
  411. Effectiveness of tuned liquid column dampers for vibration control of towers
  412. Buckling of skew mindlin plates subjected to in-plane shear loadings
  413. Vibrations of cylindrical shells with intermediate supports
  414. Ultimate Strength Analysis of Stub Girders
  415. FORTRAN subroutines for mathematical operations on polynomial functions
  416. Allowance for prebuckling deformations in buckling load relationship between Mindlin and Kirchhoff simply supported plates of general polygonal shape
  417. Deflection of sandwich plates in terms of corresponding Kirchhoff plate solutions
  418. Elastic buckling of tapered circular plates
  419. Timoshenko Beam-Bending Solutions in Terms of Euler-Bernoulli Solutions
  420. Buckling of polygonal and circular sandwich plates
  421. Optimization of bracing and internal support locations for beams against lateral buckling
  422. Reduction of structural vibrations by multiple-mode liquid dampers
  423. Shear buckling of simply supported skew Mindlin plates
  424. Vibration frequencies for elliptical and semi-elliptical Mindlin plates
  425. Elastic buckling of regular polygonal plates
  426. Buckling of cylindrical shells with internal ring supports
  427. Flexural Vibration Of Skew Mindlin Plates With Oblique Internal Line Supports
  428. Nonlinear analysis of stub-girders using finite element method
  429. Buckling And Vibration Of Annular Mindlin Plates With Internal Concentric Ring Supports Subject To In-Plane Radial Pressure
  430. Buckling Solutions of Rectangular Mindlin Plates under Uniform Shear
  431. Should load remain constant when a thin-walled open-profile column buckles?
  432. Natural Frequencies Formula for Simply Supported Mindlin Plates
  433. Closure to “ Stability of Skew Mindlin Plates under Isotropic In‐Plane Pressure ” by C. M. Wang, S. Kitipornchai, Y. Xiang, and K. M. Liew (February, 1993, Vol. 119, No. 2)
  434. Large Deflection of Beams under Moment Gradient
  435. Vibration of Triangular Plates: Point Supports, Mixed Edges and Partial Internal Curved Supports
  436. Exact vibration solution for initially stressed Mindlin plates on Pasternak foundations
  437. Buckling of triangular Mindlin plates under isotropic inplane compression
  438. Vibration and Buckling of Super Elliptical Plates
  439. Axisymmetric Plastic Plates with Ring Supports at Optimum Locations
  440. Beam‐Buckling Analysis via Automated Rayleigh‐Ritz Method
  441. Buckling of triangular plates under uniform compression
  442. Buckling solutions for Mindlin plates of various shapes
  443. Theoretical and experimental studies on rectangular liquid dampers under arbitrary excitations
  444. Vibration of Triangular Mindlin Plates Subject to Isotropic In-Plane Stresses
  445. Flexural vibration of shear deformable circular and annular plates on ring supports
  446. Closure to “ Use of Engineering Strain and Trefftz Theory in Buckling of Columns ” by C. M. Wang and W. A. M. Alwis (October, 1992, Vol. 118, No. 10)
  447. Vibration studies on skew plates: Treatment of internal line supports
  448. Buckling of Elliptical Plates under Uniform Pressure
  449. Vibration Of Thick Skew Plates Based On Mindlin Shear Deformation Plate Theory
  450. Flexural Vibration of In-Plane Loaded Plates with Straight Line/Curved Internal Supports
  451. OPTIMAL BOUNDING OF CURVES BY CONTINUOUS PIECEWISE LINEAR FUNCTIONS
  452. Static Analysis of Marine Cables via Shooting‐Optimization Technique
  453. Elastic Buckling of Circular Plates Allowing for Prebuckling Deformation
  454. Vibration Analysis of Annular Plates with Concentric Supports Using a Variant of Rayleigh-Ritz Method
  455. Buckling of thick skew plates
  456. Axisymmetric Buckling of Circular Mindlin Plates with Ring Supports
  457. Free vibration of isosceles triangular mindlin plates
  458. Stability of Skew Mindlin Plates under Isotropic In‐Plane Pressure
  459. Analytical buckling solutions for circular Mindlin plates: inclusion of inplane prebuckling deformation
  460. Buckling of rectangular mindlin plates with internal line supports
  461. Elastic Buckling of Radially Loaded Circular Plates on Nonaxisymmetric Internal Supports∗
  462. Mindlin Plate Buckling with Prebuckling In‐Plane Deformation
  463. Optimization of Internal Line Support Positions for Plates Against Vibration∗
  464. Research developments in analyses of plates and shells
  465. Research on elastic buckling of columns, beam and plates: Focussing on formulas and design charts
  466. Stability of Nonsymmetric Cross‐Bracing Systems
  467. pb-2 Rayleigh - Ritz method for general plate analysis
  468. Optimal Linear Segmented Structures with Variable Segment Boundaries
  469. Use of Engineering Strain and Trefftz Theory in Buckling of Columns
  470. Application of Trefftz theory in thin-plate buckling with in-plane pre-buckling deformations
  471. Optimal locations of internal line supports for rectangular plates against buckling
  472. Column buckling under general loads with allowances for pre-buckling shortening and shear deformation
  473. Elastic Buckling of Rectangular Plates with Curved Internal Supports
  474. Buckling of Skew Plates and Corner Condition for Simply Supported Edges
  475. Closure to “ Elastic Stability of Heavy Rotating Columns ” by C. M. Wang (January, 1990, Vol. 116, No. 1)
  476. Shooting—optimization technique for large deflection analysis of structural members
  477. Vibration Analysis of Plates by the pb-2 Rayleigh-Ritz Method: Mixed Boundary Conditions, Reentrant Corners, and Internal Curved Supports∗
  478. Buckling of Columns with Overhang
  479. Calculation of Effectiveness Factors for Spherical Shells Using Shooting Technique
  480. Buckling of Restrained Columns with Shear Deformation and Axial Shortening
  481. Discussion of “ Effect of Axial Compressibility on Buckling of Columns ” by Charles W. Bert (March, 1990, Vol. 116, No. 3)
  482. Unified approach to structural optimization II: Variable segment boundaries and variable interior point constraints
  483. Buckling of columns: Allowance for axial shortening
  484. Generalized shooting method for elastic stability analysis and optimization of structural members
  485. Parametric study on distortional buckling of monosymmetric beam-columns
  486. Stability formulae for shear-wall frame structures
  487. On the Masur Paradox∗
  488. Optimal Designs of I‐Beams against Lateral Buckling
  489. Shear‐Flexural Buckling of Columns
  490. Elastic Stability of Heavy Rotating Columns
  491. A unified approach to optimization of structural members under general constraints
  492. An Energy Approach to Elastic Stability Analysis of Multiply Braced Monosymmetric l-Beams
  493. Discussion of “ Buckling and Postbuckling of Heavy Columns ” by C. Y. Wang (August, 1987, Vol. 113, No. 8)
  494. New Set of Buckling Parameters for Monosymmetric Beam‐Columns/Tie‐Beams
  495. Basic Problem on Optimal Spatial Cable Layout
  496. Extension of Heyman's and Foulkes' theorems to structures with linear segmentation
  497. Optimal pretensioned forces for cable networks
  498. Out‐of‐Plane Buckling Formulas for Beam‐Columns/Tie‐Beams
  499. Optimal Shape of Arches under Bending and Axial Compression
  500. Closure to “ Buckling Capacities of Monosymmetric I‐Beams ” by Chien M. Wang and Sritawat Kitipornchai (November 1986, Vol. 112, No. 11)
  501. Buckling capacities of braced heavy columns under an axial load
  502. Optimization of segment-wise linear structures via optimal control theory
  503. OPTIMAL DESIGN OF MULTISPAN CONTINUOUS CABLES WITH GENERAL SUPPORT CONDITIONS
  504. Optimization of multispan plane Prager-structures with variable support locations
  505. Closure to “Buckling of Monosymmetric I‐Beams Under Moment Gradient” by Sritawat Kitipornchai, Chien Ming Wang, and Nicholas S. Trahair (April, 1986, Vol. 112, No. 4)
  506. Buckling of braced monosymmetric cantilevers
  507. Buckling Capacities of Monosymmetric I‐Beams
  508. Optimal design of tapered beams for maximum buckling strength
  509. On stability of monosymmetric cantilevers
  510. Buckling of Monosymmetric I‐Beams under Moment Gradient
  511. Cable Optimization under Selfweight and Concentrated Loads*
  512. Lateral buckling of tee beams under moment gradient
  513. On the Optimality Criteria for Archgrids
  514. Optimal design of tie-beams
  515. Optimal plastic design of circular plates: Numerical solutions and built-in edges
  516. Minimum weight design of cables with supports at different levels
  517. ON OPTIMAL ARCHGRIDS
  518. Optimal Shape of Cables
  519. Optimal plastic design of axisymmetric solid plates with a maximum thickness constraint
  520. On plane Prager-structures—I
  521. On plane Prager-structures—II
  522. Optimization, Spanning Capacity, and Cost Sensitivity of Fully Stressed Arches