Although the issue of the out-of-plane response of unreinforced masonry structures under earthquake excitation is well known with consensus among the research community, this …
In structural analyses, masonry infill walls are commonly considered to be non structural elements. However, the response of reinforced concrete buildings to earthquake loads can …
Numerous structures uplift under the influence of strong ground motion. Although many researchers have investigated the effects of base uplift on very stiff (ideally rigid) structures …
Damage observations from recent seismic events have confirmed that the activation of out-of- plane local mechanisms is one of the major causes of structural collapse in unreinforced …
Abstract Out-of-plane (OOP) mechanisms are one of the major causes of structural collapse in unreinforced masonry (URM) buildings as observed in recent as well as past seismic …
American Society of Civil Engineers - 2014 - ascelibrary.org
This standard remains available, but an updated version has been published here. Sponsored by the Structural Engineering Institute of ASCE Seismic Evaluation and Retrofit …
Six full-scale unreinforced masonry (URM) walls were built and tested to studythe post- cracking out-of-plane behavior of walls in the upper two or three stories of URM buildings …
L Sorrentino, O AlShawa, LD Decanini - Bulletin of Earthquake …, 2011 - Springer
Existing unreinforced masonry buildings frequently suffer out-of-plane local collapse mechanisms when undergoing earthquake ground motion. The energy damping that occurs …
Abstract The use of Engineered Cementitious Composite (ECC) shotcrete and near surface mounted steel reinforcing bars as a seismic strengthening intervention for unreinforced …