Collapse Analysis of Transmission Tower Subjected to Earthquake Ground Motion
The collapse of transmission towers involves a series of complex problems, including geometric nonlinearity, material nonlinearity, dynamic nonlinearity, and the failure of members. Simulation of the process of collapse is difficult using traditional finite element method (FEM), which is generated f...
Saved in:
Main Authors: | Xiaohong Long, Wei Wang, Jian Fan |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2018-01-01
|
Series: | Modelling and Simulation in Engineering |
Online Access: | http://dx.doi.org/10.1155/2018/2687561 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Seismic Response and Evaluation of SDOF Self-Centering Friction Damping Braces Subjected to Several Earthquake Ground Motions
by: Jong Wan Hu, et al.
Published: (2015-01-01) -
Progressive Collapse Analysis of Latticed Telecommunication Towers under Wind Loads
by: Shan Gao, et al.
Published: (2018-01-01) -
Synthesis of Spatially Correlated Earthquake Ground Motions Based on Hilbert Transform
by: Erlei Yao, et al.
Published: (2017-01-01) -
Generating Input Ground Motions for Seismic Risk Assessment Using Recorded Ground Motions from the Moderate Magnitude Earthquake
by: Hae Yeon Ji, et al.
Published: (2025-01-01) -
ANALYSIS ON RESPONSE OF TOWER CRANE STRUCTURES UNDER RANDOM EARTHQUAKE EXCITATIONS
by: WANG PingPing, et al.
Published: (2016-01-01)