Sliding displacements in reinforced masonry walls subjected to in-plane lateral loads
Seismic design provisions in the Canadian Masonry Code often lead to indications that the governing yield mechanism for a reinforced masonry wall with a height/length (H/L) ratio below 1.0 and under low axial loads will not achieve the design objective of a flexural yield mechanism and instead, will...
| Main Author: | |
|---|---|
| Language: | English |
| Published: |
University of British Columbia
2015
|
| Online Access: | http://hdl.handle.net/2429/52438 |