Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
U.S.-TCCMAR 5-Story Full-Scale Masonry Research Building Test. Preliminary Report
The first U.S. 5-story full scale building test under simulated seismic loads was conducted at the University of California, San Diego between July 28, 1992 and September 29, 1992. The full scale 5-story research building was a reinforced concrete masonry structure comprised of coupled flanged walls and precast, prestressed hollow-core plank floors with reinforced topping. This seismic simulation test was conducted as part of the U.S. Coordinated Program for Masonry Research, under the direction of the Technical Coordinating Committee for Masonry Research (TCCMAR), a program which involved numerous research teams, engineering consultants and industry observers. The charge to the TCCMAR group by the National Science Foundation was to develop and verify new design guidelines for masonry buildings in seismic zones. The research goal was accomplished through parallel analytical and experimental research programs conducted around the U.S. at the material, component, and structural subassemblage levels, culminating in the final validation and verification of TCCMAR analysis and design models by means of this 5-story full scale masonry building test.
U.S.-TCCMAR 5-Story Full-Scale Masonry Research Building Test. Preliminary Report
The first U.S. 5-story full scale building test under simulated seismic loads was conducted at the University of California, San Diego between July 28, 1992 and September 29, 1992. The full scale 5-story research building was a reinforced concrete masonry structure comprised of coupled flanged walls and precast, prestressed hollow-core plank floors with reinforced topping. This seismic simulation test was conducted as part of the U.S. Coordinated Program for Masonry Research, under the direction of the Technical Coordinating Committee for Masonry Research (TCCMAR), a program which involved numerous research teams, engineering consultants and industry observers. The charge to the TCCMAR group by the National Science Foundation was to develop and verify new design guidelines for masonry buildings in seismic zones. The research goal was accomplished through parallel analytical and experimental research programs conducted around the U.S. at the material, component, and structural subassemblage levels, culminating in the final validation and verification of TCCMAR analysis and design models by means of this 5-story full scale masonry building test.
U.S.-TCCMAR 5-Story Full-Scale Masonry Research Building Test. Preliminary Report
F. Seible (Autor:in) / G. A. Hegemier (Autor:in) / M. J. N. Priestley (Autor:in) / G. R. Kingsley (Autor:in) / A. G. Kurkchubasche (Autor:in)
1992
68 pages
Report
Keine Angabe
Englisch
Structural Analyses , Construction Materials, Components, & Equipment , Earthquake resistant structures , Masonry , Earthquake damage , Structural failure , Structural vibration , Earthquake engineering , Construction materials , Cracks , Displacement , Ductility , Buildings , Concrete slabs , Structural design criteria , Dynamic response , Walls , Damage assessment , Reinforcement(Structures) , United States , International cooperation , Japan , Masonry buildings
Preliminary Results from the TCCMAR 5-Story Full-Scale Reinforced Masonry Research Building Test
| British Library Conference Proceedings | 1993
Seismic Response of Full-Scale Five-Story Reinforced-Masonry Building
| British Library Online Contents | 1994
Seismic Response of Full-Scale Five-Story Reinforced-Masonry Building
| Online Contents | 1994
Simulated Seismic-Load Tests on Full-Scale Five-Story Masonry Building
| British Library Online Contents | 1994