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Avtorstvo: Peter FAJFAR // 1.08 Objavljeno predavanje na znanstveni konferenci
Vojko KILAR // 1.08 Objavljeno predavanje na znanstveni konferenci
Leto: 1996
Citat: KILAR, Vojko, FAJFAR, Peter. Simplified push-over analysis of building structures. V: Eleventh world conference on earthquake engineering, Acapulco, Mexico, June 23-28, 1996 : 11 WCEE. Amsterdam: Pergamon Press, 1996, str. [1-8], graf. prikazi.
Povzetek: In the paper a simplified method for nonlinear static analysis of building structures subjected to monotonicaly increasing horizontal loading (push-over analysis) is presented. The method is based on an extension of the pseudo three-dimensional mathematical model of the structure into the nonlinear range. By a step-by-step analysis an approximate relationship between the global base shear and top displacement is computed. During the analysis the development of plastic hinges throughout the building can be monitored. The method has been implemented into a prototype of a computer program. In the paper the mathematical model, the base shear - top displacement relationships for different types of macroelements and the step-by-step computational procedure are described, The method is applied for the analysis of a seven-story reiforces concrete frame-wall building. A symmetric and an asymmetric variant of the same structure is analyzed [COBISS.SI-ID 884577]
Tipologija: 1.08 Objavljeno predavanje na znanstveni konferenci
COBISS ID 884577 Polni zapis iz sistema COBISS
Vpisal 2009/06/10 11:56