AUTOMATIC SEISMIC DESIGN OF REINFORCED CONCRETE BUILDING FRAMES
The paper presents an automatic method for seismic design of reinforecd concrete frame buildings, which aims for a uniform energy dissipation throughout the building frame, as measured by the individual members damage indexes. A new damage index is briefly reviewed, which serves as a measure of a member's residual energy dissipation capcity and thus is suitable as a control parameter in an automated design method. The design method is based on an extensive study of the effects of three important design variables: longitudinal reinforcement, confinement steel, and member depth. Design rules derived from the large numerical studies allow an interative improvement of a preliminary design until the distribution of damage indexes has reached a user-specified degree of uniformity.
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Availability:
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Corporate Authors:
P.O. Box 19150, Redford Station, 22400 Seven Mile Road
Detroit, MI United States 48219 -
Authors:
- CHUNG, Y S
- Meyer, C
- Shinozuka, M
- Publication Date: 1990-5
Media Info
- Features: Figures; References; Tables;
- Pagination: p. 326-340
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Serial:
- ACI Structural Journal
- Volume: 87
- Issue Number: 3
- Publisher: American Concrete Institute (ACI)
- ISSN: 0889-3241
- Serial URL: http://www.concrete.org/PUBS/JOURNALS/SJHOME.ASP
Subject/Index Terms
- TRT Terms: Dissipation; Earthquake resistant design; Earthquake resistant structures; Framed structures; Longitudinal reinforcement; Loss and damage; Reinforced concrete; Seismicity; Steel; Structural design
- Uncontrolled Terms: Seismic response
- Subject Areas: Bridges and other structures; Energy; Highways; I20: Design and Planning of Transport Infrastructure;
Filing Info
- Accession Number: 00494615
- Record Type: Publication
- Report/Paper Numbers: Title No. 87-S33
- Files: TRIS
- Created Date: Jun 30 1990 12:00AM