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Keyword [Ground motions]
Result: 41 - 60 | Page: 3 of 10
41. Study On Dynamic Behavior And Design Method Of High-rise Structures Under Multi-type Long-period Ground Motions
42. Numerical Methods For The Dynamic Interaction And Multi-Support Seismic Response Of Vehicle-Bridge Coupled Systems
43. Basic Research On Seismic Design Method Of Eccentric RC Frame Structures Subjected To Pulse-like Ground Motions
44. Research On Multiple Pounding Responses And Characteristics Of Bridges Under Near-fault Vertical Ground Motions
45. Seismic Control Of A Multi-Tower Cable-Stayed Bridge Subjected To Near-Fault Ground Motions
46. Influence Of PGV And PGD On Structural Nonlinear Seismic Response Of Steel Buildings
47. Seismic Analysis Of Reinforced Concrete Frame Structures Subjected To Near-fiedl Earthquake Ground Motions
48. The Research Of Soft-collision On Base-isolated Structure In Near-fault Ground Motions
49. Inlfuence Analysis Of Near-fault Ground Motions On Seismic Responses Of Base-isolated Structure
50. Spatial Variation Of Seismic Ground Motions Modeling And Influence On Bridge Structure
51. Study On Failure Modes Of RC Frame Structures Supported By Foundations With Different Horizontal Levels Under Strong Ground Motions
52. Study On Shock Absorption Of Tunnel Under Near-fault Pulse-type Ground Motions
53. Estimation Of Seismic Residual Displacement For Reinforced Concrete Bridge Columns
54. Failure Modes Analysis Of Structure In Progressive Collapse Under Severe Ground Motions
55. Stochastic Seismic Response Analysis Of Long-span Six-pylon Cable-stayed Bridges
56. Ida Based Comparation Of The Characteristics Of Structural Response Between Near Field And Far Field Ground Motion
57. Seismic Isolated Performance And Influence Factors Analysis Of Metal Spherical Sliding Isolation System
58. Shaking Table Test Study On Seismic Responses Of Isolated Structure Under Near-fault Ground Motions
59. Study On The Shear Resistant Performance Of RC Columns Subjected To Axial Velocity Pulse-like Ground Motions
60. Seismic Strength Demand Of Vertically Irregular Structures Subjected To Pulse-like Ground Motions
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