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University of Illinois at Urbana-Champaign
Seismic Response of Low -Rise Shear Wall Structures With Flexible Diaphragms
Abstract
dc:descriptionIn this study, simple methods to more accurately estimate peak interstory drifts that account for higher mode effects are described for low-rise perimeter shear wall structures. The proposed methods are based on the principal modes obtained from a principal components analysis (PCA) of computed inelastic dynamic responses. The method can consider variations in the design response spectrum and gives reasonably good estimates for use for preliminary design of the structure. (Abstract shortened by UMI.).
Degree
thesis:*- 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
- 2015
Author and committee
dc:creator, dc:contributor.*- Author dc:creator
-
- Lee, Ho Jung
- Contributors dc:contributor
-
- Kuchma, Daniel A.
Subjects
dc:subject × 1Rights
- Language dc:language
- eng
Identifiers
dc:identifier.*- Identifier
- (MiAaPQ)AAI3199057
- OAI identifier oai:identifier
- oai:www.ideals.illinois.edu:2142/83279