Dynamic response of URM buildings with flexible diaphragms

As seismic awareness increases, especially in traditionally non-seismic regions, there is an ever-increasing need to evaluate the lateral resistance of existing structures. Unreinforced masonry (URM) structures are perceived to be seismically unsafe due to dramatic media coverage of these structures following earthquakes. However, well-built URM structures can possess substantial seismic resistance, although quantifying this strength can be difficult. Through a combination of experimental and analytical investigations, the overall objective of the study is to provide recommendations for the evaluation and rehabilitation of URM buildings.

Name thesis:degree_name

Ph.D.

Level thesis:degree_level

Dissertation

Discipline thesis:degree_discipline

Civil Engineering

Grantor

University of Illinois at Urbana-Champaign

Year dc:date

2011

Author dc:creator

• Costley, A.C.

Contributors dc:contributor

• Abrams, Daniel P.

• Applied Mechanics
• Engineering, Civil

Statement dc:rights

• Copyright 1995 Costley, Andrew Christopher

Language dc:language

eng

Identifier

AAI9624325
(UMI)AAI9624325

OAI identifier oai:identifier

oai:www.ideals.illinois.edu:2142/19527