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University of Illinois at Urbana-Champaign
Seismic Design Studies of Low-Rise Steel Frames
Abstract
dc:descriptionIn this investigation, the inelastic behavior of low-rise buildings with steel moment-resisting frames providing the lateral resistance for strong ground motions was examined. The inelastic behavior of frames is dependent on several parameters such as design base shear, beam-to-column strength ratio, moment-resisting connection behavior, nonstructural element participation, etc. The influence of these parameters was determined by performing inelastic time-history analyses.
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
- 2014
Author and committee
dc:creator, dc:contributor.*- Author dc:creator
-
- Schiff, Scott David
- Contributors dc:contributor
-
- Hall, William J.
- Foutch, Douglas A.
Subjects
dc:subject × 1Identifiers
dc:identifier.*- Identifier
- (UMI)AAI8908829
- OAI identifier oai:identifier
- oai:www.ideals.illinois.edu:2142/69987