The Influence of Pier Stiffness Ratio on the Failure Modes of Masonry Structures
Masonry structure is the main form of Chinese urban and rural housing construction structure. And heavy casualties and huge economic losses are caused by the damages of masonry structures in the previous destructive earthquake. So the failure modes of masonry structures are analyzed in the paper. AB...
Saved in:
| Main Authors: | Yanru Wang, Xuegang Feng, Bin Fu |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Wiley
2015-01-01
|
| Series: | Shock and Vibration |
| Online Access: | http://dx.doi.org/10.1155/2015/374710 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Experimental Study on a Self-Centering Earthquake-Resistant Masonry Pier with a Structural Concrete Column
by: Lijun Niu, et al.
Published: (2017-01-01) -
Non-linear analysis of masonry infilled steel frame under in-plane loading using Multi Pier method
by: Mohammad Mosa Ahmadvand, et al.
Published: (2025-07-01) -
Influence of Beam-to-Column Linear Stiffness Ratio on Failure Mechanism of Reinforced Concrete Moment-Resisting Frame Structures
by: Jizhi Su, et al.
Published: (2020-01-01) -
Design of Structural Masonry /
by: McKenzie, W. M. C. (William M. C.)
Published: (2001) -
Predicting pull-out strength and failure modes of metal anchors embedded in masonry structures using explainable machine learning models and empirical equations
by: Aryan Baibordy, et al.
Published: (2025-06-01)