Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Wall Contribution to Shear Resistance in Frame-Wall Systems
The experimental and analytical investigations carried out in the first phase of the U.S.-Japan Cooperative Research Program in Earthquake Engineering are introduced. Test results from the seven-story full-scale reinforced concrete structure tested at the Building Research Institute in Tsukuba, Japan and from the fifth-scale model of the same structure tested dynamically at the University of California, Berkeley are reevaluated. Analytical results obtained by Kabeyasawa and by Lopez are also considered in the discussion. It was observed that (1) the base shear could be considerably larger than the strength calculated using assumptions routinely made, and (2) approximately six-tenths of this total base shear was resisted by the wall.
Wall Contribution to Shear Resistance in Frame-Wall Systems
The experimental and analytical investigations carried out in the first phase of the U.S.-Japan Cooperative Research Program in Earthquake Engineering are introduced. Test results from the seven-story full-scale reinforced concrete structure tested at the Building Research Institute in Tsukuba, Japan and from the fifth-scale model of the same structure tested dynamically at the University of California, Berkeley are reevaluated. Analytical results obtained by Kabeyasawa and by Lopez are also considered in the discussion. It was observed that (1) the base shear could be considerably larger than the strength calculated using assumptions routinely made, and (2) approximately six-tenths of this total base shear was resisted by the wall.
Wall Contribution to Shear Resistance in Frame-Wall Systems
M. A. Soezen (Autor:in)
1990
3 pages
Report
Keine Angabe
Englisch