near-fault ground motions - Globe Thesis

Keyword [near-fault ground motions] Result: 1 - 20 \| Page: 1 of 3
1.	Seismic Performance Analysis Of Building Structure With Short-limb Walls
2.	Seismic Responses Analysis Of Steel Framed Structures Subjected To Near-fault Ground Motions
3.	Seismic Analysis Of Friction Base-Isolated Structure Against Near-Fault Ground Motions
4.	Study Of Soil-base-isolation Interaction System's Seismic Response Under Near-fault Ground Motions
5.	Preliminary Research On Seismic Performance Of Rigid-Frame Arch Bridge
6.	Seismic Control Of A Multi-Tower Cable-Stayed Bridge Subjected To Near-Fault Ground Motions
7.	The Research Of Soft-collision On Base-isolated Structure In Near-fault Ground Motions
8.	Inlfuence Analysis Of Near-fault Ground Motions On Seismic Responses Of Base-isolated Structure
9.	Estimation Of Seismic Residual Displacement For Reinforced Concrete Bridge Columns
10.	Shaking Table Test Study On Seismic Responses Of Isolated Structure Under Near-fault Ground Motions
11.	Study On Seismic Performance Of Mountain Isolated Building Frame Structure Under Near-Fault Ground Motions
12.	The Dynamic Deformation Analysis Of Underground Structures And Its Influence On Seismic Response Of Adjacent Surface Buildings
13.	Research On Seismic Performance And Fragility Of Isolated Railway Bridges
14.	Study On Dynamic Response Rules Of Tunnels Under Near-fault Pulse-type Ground Motions
15.	Seismic Responses Of High-speed Railway Bridge System Subjected To Near Foult Ground Motions
16.	A Study On Longitudinal Seismic Responses Of LRB Isolated Continuous Girder Bridge Subjected To Near-fault Ground Motions
17.	Study Of The Effects Of Near-fault Ground Motions On Special Seismic Response Of Cable-stayed Bridge
18.	Research On Seismic Reduction And Isolation Method For Railway Beam Under Near-Fault Ground Motions
19.	Seismic Behavior Analysis Of Regular RC Frames Subjected To Multi-Dimentional Near-Fault Ground Motions
20.	Tests For A SMA-laminated Rubber Bearing Under Low-cycle Reversed Loading And Its Application Into Isolated Bridges Subjected To Near-Fault Ground Motions
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