All Stories

  1. Machine learning-driven capacity design and embodied carbon reduction optimization in composite reduced web section (RWS) connections
  2. Lateral–torsional buckling of high-strength steel I-beams: design, parameter and reliability analysis
  3. Enhanced Radial Stress Method (RSM) for cellular beams in EN 1993-1-13 to account for elasto-plastic behaviour
  4. Stability of steel-concrete composite beams with elliptically-based web openings under hogging moments
  5. Cyclic Response Characteristics of SCC Extended End-Plate Reduced Web Section (RWS) Connections
  6. A Comparative Study of Data-Driven Analysis of Reduced Web Section (RWS) Connections
  7. Design method for transverse load resistance of web-posts in cellular beams
  8. Residual stresses and geometric imperfections in high-strength steel cellular beams: Sensitivity analysis
  9. Inverse machine learning for the design of perforated beams: Parent section and material prediction
  10. Material-efficient 2D skeletal structure design using convolutional neural networks
  11. Analytical methods for Vierendeel bending design of steel beams with elliptical openings
  12. Numerical Study and EC3 Design of Laterally Unrestrained High-Strength Steel Cellular Beams
  13. Attention-Enhanced Progressive Transfer Learning for Scalable Seismic Vulnerability Assessment of RC Frame Buildings
  14. State-of-the-art artificial intelligence techniques in structural engineering: A review of applications and prospects
  15. Evaluation of Reduced Web Section (RWS) Connections Subjected to Cyclic Loading
  16. Strengthening Structural Dynamics for Upcoming Eurocode 8 Seismic Standards Using Physics-Informed Machine Learning
  17. Numerical and experimental reassessment of Eurocode 3 design rules for cellular beam end-posts
  18. Numerical analysis of hybrid inter-module joints for enhanced seismic resilience of modular buildings
  19. Attention-Enhanced Progressive Transfer Learning for Scalable Seismic Vulnerability Assessment of RC Frame Buildings
  20. Structural Design Codes with AI: From Safety Margins to Smart Design
  21. Introduction of critical topological parameters on progressive collapse resistance of single-layer lattice domes
  22. A case study for optimising the geometry and moment capacity of code compliant welded RWS connections
  23. Experimental and analytical investigation on seismic behavior of precast modular walls with through-reinforced and bolted vertical connections
  24. Seismic risk assessment of steel volumetric modular buildings under the mainshock-aftershock ground motions
  25. Web-post buckling behaviour of composite beams with large elliptically-based web openings
  26. Study on multi-parameter optimization of seismic isolation bearings for continuous girder bridges considering interactions among key parameters
  27. Identification of high-speed moving loads using weakened modal shape functions conceptualised by the dynamic influence line
  28. Deflection Predictions of Tapered Cellular Steel Beams Using Analytical Models and an Artificial Neural Network
  29. Design provision assessment for the resistance of laterally restrained cellular steel beams
  30. Fragility-based robustness assessment of steel modular building systems: Connection and building height
  31. Steel Moment Frames with RWS Connections: Bilin Parameter Prediction with Machine Learning
  32. DISCRETE VS. CONTINUOUS REINFORCEMENT: A COMPARATIVE STUDY OF CONVENTIONAL AND NOVEL INTERLOCKING CONNECTIONS IN CLT SHEAR WALLS
  33. Vibration response of ultra-shallow floor beam composite floors
  34. Probabilistic resistance predictions of laterally restrained cellular steel beams by natural gradient boosting
  35. Reusable timber modular buildings, material circularity and automation: The role of inter-locking connections
  36. Design Methods of Aluminium Pin-Ended Columns with Topology-Optimised Cross-Sections
  37. Comparative life cycle assessment (LCA) of the composite prefabricated ultra-shallow slabs (PUSS) and hollow core slabs in the UK
  38. Grid Optimization of Free-Form Spatial Structures Considering the Mechanical Properties
  39. Capacity design assessment of composite reduced web section (RWS) connections
  40. AI-powered GUI for prediction of axial compression capacity in concrete-filled steel tube columns
  41. Design Methods of Aluminium Pin-Ended Columns with Topology Optimised Cross Sections
  42. Testing novel hybrid inter-module joints for steel modular buildings under cyclic load
  43. Bending test of long-span ultra-shallow floor beam (USFB) with two lightweight concretes
  44. Five Machine Learning Models Predicting the Global Shear Capacity of Composite Cellular Beams with Hollow-Core Units
  45. Experimental investigation on flexural behaviour of prefabricated ultra-shallow steel concrete composite slabs
  46. Five Machine Learning Models Predicting the Global Shear Capacity of Composite Cellular Beams with Hollow-Core Units
  47. Cellular beam end-posts with two connection types, end notches and infill plates
  48. Machine learning-driven web-post buckling resistance prediction for high-strength steel beams with elliptically-based web openings
  49. Integrated Value Model for Sustainable Assessment of Modular Residential Towers: Case Study: Ten Degrees Croydon and Apex House in London
  50. Cyclic Tests on Hybrid Inter-module Joints with High-Damping Rubber
  51. An Assessment of Sustainability for Residential Skyscrapers in Accordance with a Multicriteria Decision-Making Method: Nine Dubai Case Studies
  52. Compressive behaviors of corner-supported modular steel sway frames with rotary inter-modular connections
  53. Column Link Behavior in Eccentrically Braced Composite 3-Dimensional Frames
  54. Experimental investigation using demountable steel-concrete composite reduced web section (RWS) connections under cyclic loads
  55. Experimental and analytical investigations on compression behaviors of rotary-connected sway column-supported steel modular interior frames
  56. A state-of-the-art review of progressive collapse research and guidelines for single-layer lattice shell structures
  57. Web-post buckling resistance calculation of perforated high-strength steel beams with elliptically-based web openings for EC3
  58. A hybrid inter-module connection for steel modular building systems with SMA and high-damping rubber components
  59. Automated minimum-weight sizing design framework for tall self-standing modular buildings subjected to multiple performance constraints under static and dynamic wind loads
  60. Development of novel shear connectors for cold-formed steel concrete composite beams
  61. On the beam-to-beam eccentric end plate connections: A numerical study
  62. Experimental Investigation on Demountable Steel-Concrete Composite Reduced Web Section (RWS) Connections Under Cyclic Loads
  63. Axial compression behaviors of steel shear-keyed tubular columns: Numerical and analytical studies
  64. Hysteretic Behaviour of Composite Reduced Web Section (RWS) Connections for Seismic Applications
  65. Compressive behaviors of modular steel shear-keyed grouped tubular columns
  66. Probabilistic seismic demand model and optimal intensity measures for mid-rise steel modular building systems (MBS) under near-field ground motions
  67. Flexural behavior of steel–concrete ultra-shallow floor beams (USFBs) with precast hollow-core slabs
  68. Design for Seismic Resilient Cross Laminated Timber (CLT) Structures: A Review of Research, Novel Connections, Challenges and Opportunities
  69. Nonlinear seismic response of mid-rise modular buildings subjected to near-field ground motions
  70. Rotational capacity of exposed base plate connections with various configurations of anchor rod sleeves
  71. Flexural behaviour and design rules for SupaCee sections with web openings
  72. Limited-damage 3D-printed interlocking connection for timber volumetric structures: Experimental validation and computational modelling
  73. A NOVEL LIMITED-DAMAGE 3D-PRINTED INTERLOCKING INTER-MODULE CONNECTION SYSTEM FOR CROSS LAMNINATED TIMBER (CLT) VOLUMETRIC STRUCTURES
  74. Damage control of the masonry infills in RC frames under cyclic loads: a full-scale test study and numerical analyses
  75. Modern Design Methods on Optimised Novel Aluminium Profiles
  76. The effect of edge valency on the load resistance of single-layer reticulated cylindrical shells
  77. Web-post buckling prediction resistance of steel beams with elliptically-based web openings using Artificial Neural Networks (ANN)
  78. Behaviour of cold-formed steel-concrete composite columns under axial compression: Experimental and numerical study
  79. Building retrofit with reduced web (RWS) and beam (RBS) section limited-ductility connections
  80. IMPERFECTION SENSITIVITY OF NON-TRIANGULATED CYLINDRICAL SHELL CONFIGURATIONS
  81. Analyses of Structural Robustness of Prefabricated Modular Buildings: A Case Study on Mid-Rise Building Configurations
  82. Buckling and ultimate load prediction models for perforated steel beams using machine learning algorithms
  83. A comprehensive review and classification of inter-module connections for hot-rolled steel modular building systems
  84. EC3 design of web-post buckling resistance for perforated steel beams with elliptically-based web openings
  85. Novel Morphologies of Aluminium Cross-Sections through Structural Topology Optimization Techniques
  86. A NOVEL HYBRID SEMI-ACTIVE TUNED MASS DAMPER FOR LIGHTWEIGHT STEEL STRUCTURAL APPLICATIONS
  87. APPLICATIONS OF TOPOLOGY OPTIMISATION IN STRUCTURAL ENGINEERING
  88. ASSESSMENT OF BEAM-COLUMN CONNECTIONS USING PERFORATED BEAMS WITH MULTIPLE CLOSELY SPACED WEB OPENINGS
  89. DERIVATION OF DYNAMIC PROPERTIES OF STEEL ASYMETRIC TM PERFORATED ULTRA SHALLOW FLOOR BEAMS (USFB ) VIA FINITE ELEMENT MODAL ANALYSIS AND EXPERIMENTAL VERIFICATION
  90. Experimental Study of Ultra Shallow Floor Beams with Perforated Steel Sections
  91. FE MODELLING OF STEEL CONNECTIONS WITH WEB OPENINGS
  92. FE MODELLING TECHNIQUES FOR WEB-POST BUCKLING RESPONSE
  93. The Application of Free-Form Grid Shells as Protective Shelters in Archeological Sites
  94. VIBRATION RESPONSE OF USFB COMPOSITE FLOORS
  95. New interlocking steel connection for modular building systems
  96. Shear performance of SupaCee sections with openings: Numerical studies
  97. Computational Study Modelling the Experimental Work Conducted on the Shear Capacity of Perforated Concrete- Steel Ultra Shallow Floor Beams (USFB)
  98. Shear connection of prefabricated ultra-lightweight concrete slab systems (PUSSTM)
  99. Finite Element Modelling to Predict the Fire Performance of Bio-Inspired 3D-Printed Concrete Wall Panels Exposed to Realistic Fire
  100. A Novel Optimised Inter-Locking Connection For Steel Modular Building Systems To Enable Re-Use
  101. Lateral–torsional buckling resistance prediction model for steel cellular beams generated by Artificial Neural Networks (ANN)
  102. Optimality criteria-based minimum-weight design method for modular building systems subjected to generalised stiffness constraints: A comparative study
  103. The Effect of Degree of Composite Action on RWS Connections Subject to Cyclic Loading
  104. Informed Finite Element Modelling for Wire and Arc Additively Manufactured Metallics—A Case Study on Modular Building Connections
  105. Buckling and ultimate load prediction models for perforated steel beams using machine learning algorithms
  106. Evaluation of the ultimate eccentric load of rectangular CFSTs using advanced neural network modeling
  107. A practical design formulation for perforated beams with openings strengthened with ring type stiffeners subject to Vierendeel actions
  108. Composite action on web-post buckling shear resistance of composite cellular beams with PCHCS and PCHCSCT
  109. Digitally enabled modular construction for promoting modular components reuse: A UK view
  110. Experimental behaviour of non-seismical RWS connections with perforated beams under cyclic actions
  111. Performance of Ultra Shallow Floor Beams (USFB) exposed to standard and natural fires
  112. Form finding of assembled lattice structure considering the effect of joint stiffness
  113. Ultimate strength prediction of steel–concrete composite cellular beams with PCHCS
  114. A simplified design approach for predicting the flexural behavior of TRM-strengthened RC beams under cyclic loads
  115. Steel-Concrete Composite Beams with Precast Hollow-Core Slabs: A Sustainable Solution
  116. Bending-shear interaction of cold-formed stainless steel lipped channel sections
  117. Buckling and post-buckling analyses of composite cellular beams
  118. Effect of rotational inertia on building response to earthquakes via a closed-form solution
  119. A novel progressive grid generation method for free-form grid structure design and case studies
  120. Numerical investigation of cold-formed stainless steel lipped channels with longitudinal stiffeners subjected to shear
  121. Numerical simulation and design of stainless steel hollow flange beams under shear
  122. A wavelet‐based approach for describing the mechanical behaviour of cellular beams
  123. Optimal design of cold-formed steel lipped channel beams: Combined bending, shear, and web crippling
  124. Elastic and inelastic buckling of steel cellular beams under strong-axis bending
  125. Optimised cold-formed steel beams in modular building applications
  126. Topology optimisation of lattice telecommunication tower and performance-based design considering wind and ice loads
  127. Effect of Corner Strength Enhancement on Shear Behaviour of Stainless Steel Lipped Channel Sections
  128. Shear Behaviour of Cold-Formed Stainless Steel Lipped Channels with Reduced Support Restraints
  129. A Review of Optimised Additively Manufactured Steel Connections for Modular Building Systems
  130. Application of Topology Optimisation to Steel Node-Connections and Additive Manufacturing
  131. Monotonic axial compressive behaviour and confinement mechanism of square CFRP-steel tube confined concrete
  132. Shear connection of prefabricated slabs with LWC - Part1: Experimental and analytical studies
  133. New distortional buckling design rules for slotted perforated cold-formed steel beams
  134. Numerical modelling and shear design rules of stainless steel lipped channel sections
  135. Genetic Algorithm for Embodied Energy Optimisation of Steel-Concrete Composite Beams
  136. Structural behaviour of optimized cold‐formed steel beams
  137. Numerical investigation of web crippling in fastened aluminium lipped channel sections under two-flange loading conditions
  138. Designing efficient grid structures considering structural imperfection sensitivity
  139. Strengthening Techniques for Greenhouses
  140. Embodied Energy Optimization of Steel-Concrete Composite Beams using a Genetic Algorithm
  141. Shape Optimization of Assembled Single-Layer Grid Structure with Semi-Rigid Joints
  142. Web crippling behaviour and design of aluminium lipped channel sections under two flange loading conditions
  143. Seismic behaviour of RWS moment connections to deep columns with European sections
  144. Behavior of Circular Fiber-Reinforced Polymer–Steel-Confined Concrete Columns Subjected to Reversed Cyclic Loads: Experimental Studies and Finite-Element Analysis
  145. Beam-to-beam eccentric end plate connections - Experimental comparison to fin plate and partial-depth end plate connections
  146. Application of structural topology optimisation in aluminium cross-sectional design
  147. Assessment and retrofitting of an existing steel structure subjected to wind-induced failure analysis
  148. The evolution of composite flooring systems: applications, testing, modelling and eurocode design approaches
  149. An evaluation of modelling approaches and column removal time on progressive collapse of building
  150. Optimised 3D-Printed Metallic Node-Connections for Reticulated Structures
  151. Neural Network-Based Formula for the Buckling Load Prediction of I-Section Cellular Steel Beams
  152. EFFECT OF AIR-GAP ON PERFORMANCE OF FABRICATED SLIM FLOOR BEAMS IN FIRE
  153. Form Finding and Dimensioning of Reinfornced Concrete Shell Roof for Akrotiri (Santorini)
  154. Response of Asymmetric Slim Floor Beams in Parametric-Fires
  155. Life cycle assessment (LCA) and cost (LCC) studies of lightweight composite flooring systems
  156. Effect of air-gap on response of fabricated slim floor beams in fire
  157. Comprehensive FE Study of the Hysteretic Behavior of Steel–Concrete Composite and Noncomposite RWS Beam-to-Column Connections
  158. Push-Out Tests for a Novel Prefabricated Steel-Concrete Composite Shallow Flooring System
  159. Simplified Density Indexes of Walls and Tie-Columns for Confined Masonry Buildings in Seismic Zones
  160. Effect of grout properties on shear strength of column base connections: FEA and analytical approach
  161. Pushover Analysis of Steel Seismic Resistant Frames with Reduced Web Section and Reduced Beam Section Connections
  162. Novel Optimised Structural Aluminium Cross-Sections Towards 3D Printing
  163. Fire resistance of axially restrained and partially unprotected Ultra Shallow Floor Beams (USFB®) and DELTABEAM® composite beams
  164. Deterioration of Basic Properties of the Materials in FRP-Strengthening RC Structures under Ultraviolet Exposure
  165. Erratum to: Mechanical properties of High and Very High Steel at elevated temperatures and after cooling down
  166. Mechanical properties of High and Very High Steel at elevated temperatures and after cooling down
  167. Post-fire reinstatement of steel structures
  168. FE parametric study of RWS/WUF-B moment connections with elliptically-based beam web openings under monotonic and cyclic loading
  169. A new improved design for aluminium cross-sections
  170. Behaviour of USFBs in Fire (Open Access Publication)
  171. Analytical approach of anchor rod stiffness and steel base plate calculation under tension
  172. Effect of Nano-Alumina on Pore Structure and Durability of Class F Fly Ash Self-Compacting Mortar
  173. A FE parametric study of RWS beam-to-column bolted connections with cellular beams
  174. Performance of fixed-parameter control algorithms on high-rise structures equipped with semi-active tuned mass dampers
  175. Numerical evaluation on shell buckling of empty thin-walled steel tanks under wind load according to current American and European design codes
  176. Application of structural topology optimisation to perforated steel beams
  177. Assessment of cellular beams with transverse stiffeners and closely spaced web openings
  178. Applications of Topology Optimization in Structural Engineering : High - Rise Buildings and Steel Components
  179. A Review of Human Induced Vibrations on Footbridges
  180. Durability Properties of High-Performance Concrete Incorporating Nano-TiO2 and Fly Ash
  181. Semi Active Tuned Mass Dampers of Buildings: A Simple Control Option
  182. Discussion: Shear behaviour of prestressed steel fibre concrete box-beams
  183. Investigation into the mechanical properties of structural lightweight concrete reinforced with waste steel wires
  184. Modal Analysis
  185. Seismic Analysis of Steel–Concrete Composite Buildings: Numerical Modeling
  186. Strengthening Techniques: Code-Deficient Steel Buildings
  187. Discrete Element Modelling of Masonry Infilled Steel Frames with Multiple Window Openings Subjected to Lateral Load Variations
  188. Assessment of Perforated Steel Beam-to-Column Connections Subjected to Cyclic Loading
  189. Strengthening Techniques: Code-Deficient Steel Buildings
  190. Modal Analysis
  191. Seismic Analysis of Steel–Concrete Composite Buildings: Numerical Modeling
  192. Experimental and computational study of the vertical shear behaviour of partially encased perforated steel beams
  193. Vierendeel Bending Study of Perforated Steel Beams with Various Novel Web Opening Shapes through Nonlinear Finite-Element Analyses
  194. Detailed Study of Perforated Beams with Closely Spaced Novel Web Openings
  195. Optimisation of novel elliptically-based web opening shapes of perforated steel beams
  196. Web buckling study of the behaviour and strength of perforated steel beams with different novel web opening shapes
  197. Experimental and Analytical Study of Push-out Shear Tests in Ultra Shallow Floor Beams