Abstract
A multi-university research project is being performed to develop a comprehensive seismic design methodology for precast concrete floor diaphragms in the United States. The etfort, funded j ointly by the Prestressed/Precast Concrete Institute, the National Science Foundation, and the Charles Pankow Foundation, involves an integrated analytical/experimental research approach and strong industry oversight. Full-scale experiments of isolated diaphragm details were used to bui Id analytical models of diaphragms for use in nonlinear statie ("pushover") analyses and nonlinear transient dynarnic analyses. New deta ils have been developed and are being tested through hybrid (adaptive) experiments of precast panels integrated with computer dynarnic analyses. Diaphragm force arnplification factors, capacity design rules, and diaphragm detail classifications are being developed for the emerging seismic design methodology. A half-scale shake table test of a three-story diaphragm sensitive structure (one floor of untopped double tee, topped double tee and topped hollow core) will be performed to demonstrate the design methodology.
| Original language | English (US) |
|---|---|
| Title of host publication | Proceedings of the International FIB Symposium 2008 - Tailor Made Concrete Structures |
| Subtitle of host publication | New Solutions for our Society |
| Publisher | CRC Press/Balkema |
| Pages | 55 |
| Number of pages | 1 |
| ISBN (Electronic) | 9780415475358 |
| State | Published - 2008 |
| Event | 2008 International FIB Symposium on Tailor Made Concrete Structures: New Solutions for our Society - Amsterdam, Netherlands Duration: May 19 2008 → May 21 2008 |
Other
| Other | 2008 International FIB Symposium on Tailor Made Concrete Structures: New Solutions for our Society |
|---|---|
| Country | Netherlands |
| City | Amsterdam |
| Period | 5/19/08 → 5/21/08 |
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ASJC Scopus subject areas
- Architecture
- Building and Construction
- Civil and Structural Engineering
Cite this
Development of a seismic design methodology for precast concrete floor diaphragms. / Fleischman, Robert B.
Proceedings of the International FIB Symposium 2008 - Tailor Made Concrete Structures: New Solutions for our Society. CRC Press/Balkema, 2008. p. 55.Research output: Chapter in Book/Report/Conference proceeding › Conference contribution
}
TY - GEN
T1 - Development of a seismic design methodology for precast concrete floor diaphragms
AU - Fleischman, Robert B
PY - 2008
Y1 - 2008
N2 - A multi-university research project is being performed to develop a comprehensive seismic design methodology for precast concrete floor diaphragms in the United States. The etfort, funded j ointly by the Prestressed/Precast Concrete Institute, the National Science Foundation, and the Charles Pankow Foundation, involves an integrated analytical/experimental research approach and strong industry oversight. Full-scale experiments of isolated diaphragm details were used to bui Id analytical models of diaphragms for use in nonlinear statie ("pushover") analyses and nonlinear transient dynarnic analyses. New deta ils have been developed and are being tested through hybrid (adaptive) experiments of precast panels integrated with computer dynarnic analyses. Diaphragm force arnplification factors, capacity design rules, and diaphragm detail classifications are being developed for the emerging seismic design methodology. A half-scale shake table test of a three-story diaphragm sensitive structure (one floor of untopped double tee, topped double tee and topped hollow core) will be performed to demonstrate the design methodology.
AB - A multi-university research project is being performed to develop a comprehensive seismic design methodology for precast concrete floor diaphragms in the United States. The etfort, funded j ointly by the Prestressed/Precast Concrete Institute, the National Science Foundation, and the Charles Pankow Foundation, involves an integrated analytical/experimental research approach and strong industry oversight. Full-scale experiments of isolated diaphragm details were used to bui Id analytical models of diaphragms for use in nonlinear statie ("pushover") analyses and nonlinear transient dynarnic analyses. New deta ils have been developed and are being tested through hybrid (adaptive) experiments of precast panels integrated with computer dynarnic analyses. Diaphragm force arnplification factors, capacity design rules, and diaphragm detail classifications are being developed for the emerging seismic design methodology. A half-scale shake table test of a three-story diaphragm sensitive structure (one floor of untopped double tee, topped double tee and topped hollow core) will be performed to demonstrate the design methodology.
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UR - http://www.scopus.com/inward/citedby.url?scp=85008514385&partnerID=8YFLogxK
M3 - Conference contribution
AN - SCOPUS:85008514385
SP - 55
BT - Proceedings of the International FIB Symposium 2008 - Tailor Made Concrete Structures
PB - CRC Press/Balkema
ER -