All Stories

  1. Innovative adaptive viscous damper to improve seismic control of structures
  2. Experimental Study of High Axial Damping Rubber (HADR) in New Viscoelastic Dampers
  3. Proposed design procedure for gusset plate dimensions and force distribution at its interfaces to beam and column
  4. Multiobjective optimal placement of active tendons to control irregular multistory buildings with soil-structure interaction
  5. Application of a Comprehensive Seismic Retrofit Procedure for Steel Buildings Using Nonlinear Viscous Dampers
  6. Seismic reliability-based design of inelastic base-isolated structures with lead-rubber bearing systems
  7. Fuzzy control of asymmetric plan buildings with active tuned mass damper considering soil-structure interaction
  8. Bending, second-order and buckling analysis of non-prismatic beam-columns by differential quadrature method
  9. Improving Seismic Behavior of MRFs by U-shaped Hysteretic Damper Along Diagonal Brace
  10. damage quantification
  11. Semi-active seismic control of buildings using MR damper and adaptive neural-fuzzy intelligent controller optimized with genetic algorithm
  12. Proposed Relationship for Proper Shear Strength of Elliptical Damper Based on Its Geometrical Parameters
  13. A variably baffled tuned liquid damper to reduce seismic response of a five-storey building
  14. Experimental study on damage detection of RC bridge piers under ambient vibration
  15. Seismic Design and Performance of Ductile End-Diaphragms in Slab-on-Girder Steel Bridges with Flexible Substructure
  16. Cyclic Testing of Multilevel Pipe in Pipe Damper
  17. Reducing seismic vibrations of typical steel buildings using new multi-level yielding pipe damper
  18. Tubular Web RBS Connection to Improve Seismic Behavior of Moment Resisting Steel Frames
  19. Step-by-Step Procedure for Optimal Placement and Design of VE Dampers to Improve Damping Ratio
  20. Effect of rotationally restrained and Pasternak foundation on buckling of an orthotropic rectangular Mindlin plate
  21. Tubular Web Reduced Beam Section (TW-RBS) connection, a numerical and experimental study and result comparison
  22. Slack free connections to improve seismic behavior of tension-only braces: An experimental and analytical study
  23. Increasing plastic hinge length using two pipes in a proposed web reduced beam section, an experimental and numerical study
  24. Semi-active seismic control of an 11-DOF building model with TMD+MR damper using type-1 and -2 fuzzy algorithms
  25. Cyclic Performance of an Elliptical-Shaped Damper with Shear Diaphragms in Chevron Braced Steel Frames
  26. Experimental and numerical evaluation of proposed precast concrete connections
  27. Innovative multi-level control with concentric pipes along brace to reduce seismic response of steel frames
  28. Large-scale seismic isolation through regulated liquefaction: a feasibility study
  29. Analytical study on seismic behavior of proposed hybrid tension-only braced frames
  30. Seismic control of irregular multistory buildings using active tendons considering soil–structure interaction effect
  31. Using AP2RC & P1RB micro-silica gels to improve concrete strength and study of resulting contamination
  32. Cable-pulley brace to improve story drift distribution of MRFs with large openings
  33. Effect of higher order terms of Maclaurin expansion in nonlinear analysis of the Bernoulli beam by single finite element
  34. Contribution of pre-slacked cable braces to dynamic stability of non-ductile frames; an analytical study
  35. Effect of stiffener arrangement on hysteretic behavior of link-to-column connections
  36. Experimental study on innovative tubular web RBS connections in steel MRFs with typical shallow beams
  37. Response modification factor due to ductility of screen-grid ICF wall system in high seismic risk zones
  38. Cyclic testing of tubular web RBS connections in deep beams
  39. Seismic behavior of steel frames with lightweight-low strength industrialized infill walls
  40. Toward buckling free tension-only braces using slack free connections
  41. Cyclic testing of chevron braced steel frames with IPE shear panels
  42. Using friction dampers in retrofitting a steel structure with masonry infill panels
  43. Towards lateral performance of CBF with unwanted eccentric connection: A finite element modeling approach
  44. Quasi-static cyclic tests on super-lightweight EPS concrete shear walls
  45. Experimental and analytical investigations on seismic behavior of ductile steel knee braced frames
  46. Study of an innovative two-stage control system: Chevron knee bracing & shear panel in series connection
  47. Analytical study on cyclic behavior of chevron braced frames with shear panel system considering post-yield deformation
  48. Evaluation of hysteretic behavior of eccentrically braced frames with zipper-strut upgrade
  49. Optimum geometry of tuned liquid column-gas damper for control of offshore jacket platform vibrations under seismic excitation
  50. Numerical studies of the conventional impact damper with discrete frequency optimization and uncertainty considerations
  51. Experimental investigation of utilizing TLD with baffles in a scaled down 5-story benchmark building
  52. Optimum parameters of tuned liquid column-gas damper for mitigation of seismic-induced vibrations of offshore jacket platforms
  53. Effectiveness-robustness objectives in MTMD system design: An evolutionary optimal design methodology
  54. Studying the Rehabilitation of Existing Structures Using Compound System of Cables and Shape Memory Alloys
  55. Effect of impact damper on SDOF system vibrations under harmonic and impulsive excitations
  56. Impact of seismic excitation characteristics on the efficiency of tuned liquid column dampers
  57. Displacement-based energy dissipation systems for steel bridges diaphragms
  58. Cyclic Testing of Ductile End Diaphragms for Slab-on-Girder Steel Bridges
  59. Ductile End-Diaphragms for Seismic Retrofit of Slab-on-Girder Steel Bridges
  60. Impact of Diaphragms on Seismic Response of Straight Slab-on-Girder Steel Bridges
  61. Energy dissipating stiff diaphragms for steel bridges in seismic regions
  62. Effect of Severe Corrosion on Cyclic Ductility of Steel