All Stories

  1. A rheological analog for Brownian motion with hydrodynamic memory
  2. The Fractional Derivative of the Dirac Delta Function and Additional Results on the Inverse Laplace Transform of Irrational Functions
  3. Seismic response of yielding structures equipped with inerters
  4. Time-response functions of fractional derivative rheological models
  5. Dynamic response analysis of nonlinear secondary oscillators to idealised seismic pulses
  6. Viscous-viscoelastic correspondence principle for Brownian motion
  7. On the physical meaning of time-domain constitutive models with complex parameters
  8. Effect of Supplemental Hysteretic and Viscous Damping on Rocking Response of Free-Standing Columns
  9. Displacements and Forces in Structures with Inerters when Subjected to Earthquakes
  10. The frequency response function of the creep compliance
  11. Seismic isolation: Early history
  12. Earthquake response analysis of yielding structures coupled with vertically restrained rocking walls
  13. Seismic Response of a Yielding Structure Coupled with a Rocking Wall
  14. Time-response functions of mechanical networks with inerters and causality
  15. Basic Response Functions of Simple Inertoelastic and Inertoviscous Models
  16. Hinging Mechanisms of Masonry Single-Nave Barrel Vaults Subjected to Lateral and Gravity Loads
  17. The dynamics of an elastic structure coupled with a rocking wall
  18. Seismic Protection of Structures with Supplemental Rotational Inertia
  19. Size Versus Slenderness: Two Competing Parameters in the Seismic Stability of Free‐Standing Rocking Columns
  20. Validation of the Discrete Element Method for the Limit Stability Analysis of Masonry Arches
  21. Dynamics of the Vertically Restrained Rocking Column
  22. Dynamics of the Rocking Frame with Vertical Restrainers
  23. Limit equilibrium analysis of masonry buttresses and towers under lateral and gravity loads
  24. Modal identification of seismically isolated bridges with piers having different heights
  25. A half-century of rocking isolation
  26. Limit equilibrium analysis of masonry arches
  27. The Role of the Rotational Inertia on the Seismic Resistance of Free-Standing Rocking Columns and Articulated Frames
  28. Seismic Response and Stability of the Rocking Frame
  29. Elastic and inelastic systems under near-fault seismic shaking: acceleration records versus optimally-fitted wavelets
  30. Are Some Top-Heavy Structures More Stable?
  31. Health monitoring of fluid dampers for vibration control of structures: experimental investigation
  32. Limit equilibrium analysis and the minimum thickness of circular masonry arches to withstand lateral inertial loading
  33. In-situ condition assessment of seismic fluid dampers: experimental studies and challenges
  34. Structural Stability and Bearing Capacity Analysis of the Tunnel-Entrance to the Stadium of Ancient Nemea
  35. Minimum thickness of elliptical masonry arches
  36. The effect of stereotomy on the shape of the thrust-line and the minimum thickness of semicircular masonry arches
  37. The engineering merit of the "Effective Period" of bilinear isolation systems
  38. Estimating the “effective period” of bilinear systems with linearization methods, wavelet and time-domain analyses: From inelastic displacements to modal identification
  39. Sizing the slenderness of free-standing rocking columns to withstand earthquake shaking
  40. Planar rocking response and stability analysis of an array of free-standing columns capped with a freely supported rigid beam
  41. Transverse versus Longitudinal Eigenperiods of Multispan Seismically Isolated Bridges
  42. Health monitoring of fluid dampers for vibration control of structures: experimental investigation
  43. Modal identification of freeway overcrossings with soil-structure interaction: a case study
  44. Dimensional Response Analysis of Bilinear Systems Subjected to Non-pulselike Earthquake Ground Motions
  45. Analysis of the rocking response of rigid blocks standing free on a seismically isolated base
  46. Estimating Time Scales and Length Scales in Pulselike Earthquake Acceleration Records with Wavelet Analysis
  47. The existence of ‘complete similarities’ in the response of seismic isolated structures subjected to pulse-like ground motions and their implications in analysis
  48. Dimensional analysis of the earthquake-induced pounding between inelastic structures
  49. Dimensional Response Analysis of Multistory Regular Steel MRF Subjected to Pulselike Earthquake Ground Motions
  50. A study on the effects of the foundation compliance on the response of yielding structures using dimensional analysis
  51. Experimental and analytical studies on the response of 1/4-scale models of freestanding laboratory equipment subjected to strong earthquake shaking
  52. Dynamic Testing of Frictional Bearings
  53. Modal Analysis of Isolated Bridges with Transverse Restrains at the End Abutments
  54. Dimensional Analysis of the Earthquake Response of a Pounding Oscillator
  55. Evaluation of the Coherence of Strong Ground Motions Using Wavelet Analysis
  56. Modal Analysis of Isolated Bridges with Transverse Restraints at the End Abutments
  57. Dimensional analysis of yielding and pounding structures for records without distinct pulses
  58. Analyticity and causality of the three-parameter rheological models
  59. Dimensional analysis of the earthquake-induced pounding between adjacent structures
  60. Experimental and analytical studies on the response of freestanding laboratory equipment to earthquake shaking
  61. The eigenvalues of isolated bridges with transverse restraints at the end abutments
  62. Dimensional Response Analysis of Inelastic Structures
  63. Comparison of Modeling Approaches for Full-scale Nonlinear Viscous Dampers
  64. Linearization and first-order expansion of the rocking motion of rigid blocks stepping on viscoelastic foundation
  65. Response analysis of rigid structures rocking on viscoelastic foundation
  66. Viscous Heating of Fluid Dampers under Small and Large Amplitude Motions: Experimental Studies and Parametric Modeling
  67. Damping in Shear Beam Structures and Estimation of Drift Response
  68. Dimensional response analysis of yielding structures with first-mode dominated response
  69. Seismic response analysis of multidrum classical columns
  70. Dimensional Analysis of Bilinear Oscillators under Pulse-Type Excitations
  71. Seismic Response Analysis of a Highway Overcrossing Equipped with Elastomeric Bearings and Fluid Dampers
  72. Structural Characterization of Modern Highway Overcrossings—Case Study
  73. Component Testing, Seismic Evaluation and Characterization of Buckling-Restrained Braces
  74. Plastic Torsional Buckling of Cruciform Compression Members
  75. Uplifting and Overturning of Equipment Anchored to a Base Foundation
  76. The rocking spectrum and the limitations of practical design methodologies
  77. Kinematic response functions and dynamic stiffnesses of bridge embankments
  78. Seismic response analysis of highway overcrossings including soil-structure interaction
  79. Rocking Response of Anchored Blocks under Pulse-Type Motions
  80. Rocking Response of Free-Standing Blocks under Cycloidal Pulses
  81. Experimental and analytical studies on the performance of hybrid isolation systems
  82. Time‐domain viscoelastic analysis of earth structures
  83. Effect of Viscous, Viscoplastic and Friction Damping in Suppressing Structural Response
  84. Viscous heating of fluid dampers: experimental studies
  85. Response of Damped Oscillators to Cycloidal Pulses
  86. Viscous Heating of Fluid Dampers. I: Small-Amplitude Motions
  87. Viscous Heating of Fluid Dampers. II: Large-Amplitude Motions
  88. Response of isolated structures equipped with controllable fluid dampers
  89. Three-dimensional constitutive viscoelastic laws with fractional order time derivatives
  90. Large-scale ER-damper for seismic protection
  91. RIGIDITY-PLASTICITY-VISCOSITY: CAN ELECTRORHEOLOGICAL DAMPERS PROTECT BASE-ISOLATED STRUCTURES FROM NEAR-SOURCE GROUND MOTIONS?
  92. Zeolite-based electrorheological fluids: Testing, modeling and instrumental artifacts
  93. Analysis and Design of ER Damper for Seismic Protection of Structures
  94. Electrorheological damper with annular ducts for seismic protection applications
  95. Modeling the Response of ER Damper: Phenomenology and Emulation
  96. Macroscopic Models with Complex Coefficients and Causality
  97. Prediction of Observed Response of Base-Isolated Structure
  98. Modeling the Response of An Electrorheological Fluid Damper: Constitutive Models and Neural Networks
  99. Nonlinear response of single piles under lateral inertial and seismic loads
  100. Dynamic Analysis of Viscoelastic-Fluid Dampers
  101. Electrorheological fluid damper for seismic protection of structures
  102. Seismic response of pile groups under oblique-shear and Rayleigh waves
  103. Impedance Function of Piles in Inhomogeneous Media
  104. Time domain analysis of generalized viscoelastic models
  105. Prediction of Observed Bridge Response with Soil‐Pile‐Structure Interaction
  106. GENERALIZED DIFFERENTIATION AND THE COMPLEX MEMORY OF STRUCTURES
  107. Complex-parameter kelvin model for elastic foundations
  108. The imaginary counterpart of recorded motions
  109. Soil–pile interaction during the passage of rayleigh waves: An analytical solution
  110. Analytical Model of Viscoelastic Fluid Dampers
  111. Dynamic Analysis of Generalized Viscoelastic Fluids
  112. Models of Viscoelasticity with Complex‐Order Derivatives
  113. Displacement phase differences in a harmonically oscillating pile
  114. Dynamic pile-soil-pile interaction. Part II: Lateral and seismic response
  115. Green's functions for Helmholtz and Laplace equations in heterogeneous media
  116. Spring-viscous damper systems for combined seismic and vibration isolation
  117. Fractional‐Derivative Maxwell Model for Viscous Dampers
  118. Analysis of Motion Resisted by Friction. I. Constant Coulomb and Linear/Coulomb Friction∗
  119. Analysis of Motion Resisted by Friction. II. Velocity-Dependent Friction∗
  120. Dynamic pile-soil-pile interaction. Part I: Analysis of axial vibration