Collapse-Pounding Dynamic Responses of Adjacent Frame Structures under Earthquake Action
There are a large number of adjacent buildings in practical engineering application. The structure will collapse and impact the adjacent structures once the weak column is destroyed under seismic action, and, finally, the earthquake damage is aggravated. Material nonlinearity, initial imperfections,...
Saved in:
Main Authors: | Wei Jing, Shangshang Xing, Yu Song |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2020-01-01
|
Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2020/8851307 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Numerical Study on Pounding between Two Adjacent Buildings under Earthquake Excitation
by: H. Naderpour, et al.
Published: (2016-01-01) -
Study on Pounding Response of Adjacent Inelastic SDOF Structures Based on Dimensional Analysis
by: Xuyong Chen, et al.
Published: (2021-01-01) -
Theoretical and Experimental Study of the Pounding Response for Adjacent Inelastic MDOF Structures Based on Dimensional Analysis
by: Qiaoyun Wu, et al.
Published: (2021-01-01) -
Comparison of Dynamic Responses of Parallel-Placed Adjacent High-Rise Buildings under Wind and Earthquake Excitations
by: Huaxiao Wu, et al.
Published: (2021-01-01) -
Resistance of Reinforced Concrete Frames to Progressive Collapse at Catenary Action of Beams
by: V. I. Kolchunov, et al.
Published: (2024-06-01)