Static and dynamic response of cost effective unreinforced brick masonry buildings-Reference-Cited by-同舟云学术

Static and dynamic response of cost effective unreinforced brick masonry buildings

Published:2011-01 Issue:4 Volume:11 Page:921-941
ISSN:1644-9665
Container-title:Archives of Civil and Mechanical Engineering
language:en
Short-container-title:Archives of Civil and Mechanical Engineering

Author:

KHAN I.K.,ABBAS H.

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Civil and Structural Engineering

Reference21 articles.

1. A new concept for resistance of masonry buildings in severe earthquake shocks;Arya;Journal of the Institution of Engineers India,1981

2. Sliding concept for mitigation of earthquake disaster to masonry buildings;Arya;In: Proceedings 8th World Conference on Earthquake Engineering, San Francisco,1984

3. State-of-the-Art report on seismic performance of unreinforced masonry building;Bruneau;Journal of Structural Engineering,1994

4. Non-linear natural rubber bearings for seismic isolation;Derham;Journal of Earthquake Eng. & Structural Dynamics,1985

5. IS 1077, Specification for commonly burnt clay building bricks,1976

Cited by 3 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Masonry-Infilled RC Frames Exposed to Blast Loads: A Review on Numerical Modeling and Response;Practice Periodical on Structural Design and Construction;2022-11

2. Blast response of GFRP-strengthened infill masonry walls;Construction and Building Materials;2016-07

3. Determination of inelastic seismic demands of RC moment resisting setback frames;Archives of Civil and Mechanical Engineering;2013-09