Effect of nonlinearity of restrainer and supports on the elasto-plastic seismic response of continuous girder bridge
During an earthquake, the nonlinearity of the bridge structure mainly occurs at the supports, bridge piers and restrainers. When entering nonlinear stage, members of the bridge structure affect the elasto-plastic seismic response of the whole structure to a certain extent; for multi-span continuou...
Saved in:
| Main Authors: | Wang Changfeng, Zhu Long, Chen Xingchong |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Gruppo Italiano Frattura
2014-10-01
|
| Series: | Fracture and Structural Integrity |
| Subjects: | |
| Online Access: | http://www.gruppofrattura.it/pdf/rivista/numero30/numero_30_art_59.pdf |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
ON ASSESSMENT OF DILAPIDATION IN ELASTO-PLASTIC ELEMENTS OF BUILDINGS
by: S. N. Osipov, et al.
Published: (2015-12-01) -
Elasto-plastic solution for undrained cylindrical cavity expansion in refuse soil
by: Weimin Zhang, et al.
Published: (2024-12-01) -
An agent-based model for elasto-plastic mechanical interactions between cells, basement membrane and extracellular matrix
by: Gianluca D'Antonio, et al.
Published: (2012-11-01) -
Analysis of Elasto-plastic Contact and Accuracy Loss of Planetary Roller Screw Pair Considering Radial Load
by: Yuhao Zhang, et al.
Published: (2022-08-01) -
RESTRAINED ROMAN REINFORCEMENT NUMBER IN GRAPHS
by: Saeed Kosari, et al.
Published: (2022-12-01)