Published 1989
| Version v1
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Nonlinear seismic analysis of a thick-walled concrete canyon structure
Description
Conventional linear seismic analyses of a thick-walled lightly reinforced concrete structure were found to grossly underestimate its seismic capacity. Reasonable estimates of the seismic capacity were obtained by performing approximate nonlinear spectrum analyses along with static collapse evaluations. A nonlinear time history analyses is planned as the final verification of seismic adequacy
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Additional details
Publishing Information
- Imprint Title
- Second DOE natural phenomena hazards mitigation conference
- Imprint Pagination
- 436 p.
- Journal Page Range
- p. 135-141.
- Report number
- CONF-8910192--
Conference
- Title
- 2. DOE natural phenomena hazards mitigation conference.
- Dates
- 3-5 Oct 1989.
- Place
- Knoxville, TN (United States).
INIS
- Country of Publication
- United States
- Country of Input or Organization
- United States
- INIS RN
- 23008463
- Subject category
- S22: GENERAL STUDIES OF NUCLEAR REACTORS;
- Resource subtype / Literary indicator
- Conference
- Descriptors DEI
- COMPARATIVE EVALUATIONS; CONCRETES; EARTHQUAKES; SEISMIC EFFECTS; STRUCTURE FACTORS; SYSTEM FAILURE ANALYSIS; UNDERGROUND FACILITIES; US DOE
- Descriptors DEC
- BUILDING MATERIALS; EVALUATION; MATERIALS; NATIONAL ORGANIZATIONS; SYSTEMS ANALYSIS; US ORGANIZATIONS