Font Size: a A A
Keyword [Near fault]
Result: 41 - 60 | Page: 3 of 10
41. Seismic Control Of A Multi-Tower Cable-Stayed Bridge Subjected To Near-Fault Ground Motions
42. Seismc Performance Of Reinforced Concrete Square Columns Under Near-field Earthquake
43. Falling Simulation Of The Energy Dissipation Corridor On Connected Twin-tower Subject To Near-fault Multi-dimensional Seismic
44. Collapse Simulation Of Plane Irregular Isolation Structures Subjected To Near-fault Seismic Motion
45. Analysis On Ovetrurning Resistant Property Of Base-isolated Structures Subject To Near-fault Ground Motion
46. The Research Of Soft-collision On Base-isolated Structure In Near-fault Ground Motions
47. Inlfuence Analysis Of Near-fault Ground Motions On Seismic Responses Of Base-isolated Structure
48. Study On Shock Absorption Of Tunnel Under Near-fault Pulse-type Ground Motions
49. Estimation Of Seismic Residual Displacement For Reinforced Concrete Bridge Columns
50. Shaking Table Test Study On Seismic Responses Of Isolated Structure Under Near-fault Ground Motions
51. Integrated Damping Study Of Large Scale Vertical Tank Under Near-fault Earthquake
52. Study On Seismic Performance Of Mountain Isolated Building Frame Structure Under Near-Fault Ground Motions
53. Seismic Response Of Simply-supported Girder Bridge Subjected To Near-fault Ground Motion
54. The Effect Analysis Of Near Fault Groud Motions On Fragility Of Mild Steel Buckling Restrained Brace Frame Structrue
55. Seismic Performance Analysis Of Irregularly Super-long Isolated Structure Considering Initial Unloaded Displacemental Isolators
56. The Dynamic Deformation Analysis Of Underground Structures And Its Influence On Seismic Response Of Adjacent Surface Buildings
57. Research On Seismic Performance And Fragility Of Isolated Railway Bridges
58. Performance Analysis And Shaking Table Test Of Series Isolation System Considering The Limit Deformation Of Laminated Rubber Bearing
59. Seismic Reductions Based On Combined Friction Isolation Structure Under Near-fault Earthquakes
60. Study On The Dynamic Response Characteristics Of Deep-water Bridge Pier Excited By Impulsive Near-fault Earthquake Ground Motions
  <<First  <Prev  Next>  Last>>  Jump to