Experimental Analysis of Seismic Performance of Masonry Shear Wall Reinforced with PP-Band Mesh and Plastering Mortar under In-Plane Cyclic Loading
Masonry structures are widely used in developing countries due to their low cost and simple construction, especially in remote areas, where there are a large number of houses without seismic measures. These buildings are prone to collapse and cause a lot of casualties, even under the action of small...
Saved in:
Main Authors: | Qiang Zhou, Lingyu Yang, Wenyang Zhao |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2020-01-01
|
Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2020/4015790 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
A Model for In-Plane Capacity of Multi-Leaf Stone Masonry Walls
by: Jagat Kumar Shrestha, et al.
Published: (2020-01-01) -
Experimental Study on Axial Compression Behavior of Masonry Columns’ Strengthening with Bamboo Scrimber Bar Mesh Mortar Layer
by: Hongyao Liu, et al.
Published: (2020-01-01) -
Experimental Study on Seismic Strengthening of Confined Masonry Walls Using RPC
by: Xin Wang, et al.
Published: (2019-01-01) -
In-Plane Cyclic Response of Separated Masonry Infill Walls Using Polymeric Materials at the Surrounding Steel Frames Interface Using 3D FE Analysis
by: Alireza Karkabadi, et al.
Published: (2023-08-01) -
Influences of Environmental Conditions on the Cracking Tendency of Dry-Mixed Plastering Mortar
by: Ni Tongyuan, et al.
Published: (2018-01-01)