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https://www.um.edu.mt/library/oar/handle/123456789/86109| Title: | Design seismic response evaluation for 2d frames and 3d wall systems with flexible foundation using capacity spectrum method |
| Authors: | Apostolska, Roberta Bonev, Zdravko Petkov Blagoev, D. Vasseva, E. Necevska-Cvetanovska, G. |
| Keywords: | Structural analysis (Engineering) -- Mathematical models Earthquake engineering -- Mathematical models Structural analysis (Engineering) -- Computer programs Structural frames -- Models Concrete walls -- Design and construction |
| Issue Date: | 2008 |
| Publisher: | University of Malta. Department of Building & Civil Engineering |
| Citation: | Apostolska, R., Bonev, Z. P., Blagoev, D., Vasseva, E., & Necevska-Cvetanovska, G. (2008). Design seismic response evaluation for 2d frames and 3d wall systems with flexible foundation using capacity spectrum method. In Mazzolani, F. M., Mistakidis, E., Borg, R. P., Byfield, M., De Matteis, G., Dubina.,..Wang, Y. (Eds.), Urban habitat constructions under catastrophic events: COST Action C26 (pp. 152-157). Malta: University of Malta. Dept. of Building & Civil Engineering. |
| Abstract: | ▪ The recent advent of performance based design has brought the nonlinear static pushover
analysis to the forefront as one of the most simplified procedure for evaluation
of structural capacity. The capacity of the structure is represent through shear base
force-top displacement curve. Capacity Spectrum Method (Freeman 1998) is a
reliable tool for determination of target displacements. This procedure is incorporate
in the Eurocode 8 and enables calculation of behaviour factor and peak seismic
response of the structure. ▪ During the passed couple of years the method is under active development. The main goal is to extend the method with inclusion a variety of relevant factors that may influence the structural behavior. [excerpt from Description] |
| URI: | https://www.um.edu.mt/library/oar/handle/123456789/86109 |
| ISBN: | 9789990944402 |
| Appears in Collections: | Urban habitat constructions under catastrophic events : COST Action C26 |
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