Effect of Near-Fault Pulsed Ground Motions on Seismic Response and Seismic Performance to Tunnel Structures
Seismic analysis of tunnels close to or crossing seismogenic faults is a complex problem, which is often neglected at the design stage for the lack of specific codes or guidelines and also because underground structures are considered less vulnerable than that of the corresponding above-ground facil...
Saved in:
Main Authors: | Xiancheng Mei, Qian Sheng, Zhen Cui |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2021-01-01
|
Series: | Shock and Vibration |
Online Access: | http://dx.doi.org/10.1155/2021/9999007 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Near-Fault Ground Motion Influence on the Seismic Responses of a Structure with Viscous Dampers considering SSI Effect
by: Jinping Yang, et al.
Published: (2021-01-01) -
Seismic Performance of Midstory Isolated Structures under Near-Field Pulse-Like Ground Motion and Limiting Deformation of Isolation Layers
by: Guiyun Yan, et al.
Published: (2015-01-01) -
Seismic Response Analysis of Jointed Rock Slope under Pulse-Like Ground Motions
by: Xijun Jia, et al.
Published: (2024-01-01) -
Physical Modeling and Numerical Simulation of the Seismic Responses of Metro Tunnel near Active Ground Fissures
by: Nina Liu, et al.
Published: (2019-01-01) -
Seismic Response Analysis of an Isolated Structure with QZS under Near-Fault Vertical Earthquakes
by: Dewen Liu, et al.
Published: (2018-01-01)