| Autor: |
Ashwini, L. K., Keshavamurthy, M., Ravikumar, C. M. |
| Předmět: |
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| Zdroj: |
IUP Journal of Structural Engineering; Apr2024, Vol. 17 Issue 2, p28-41, 14p |
| Abstrakt: |
Pushover analysis is used to investigate how far into the inelastic range a building can go before it is on the verge of a total or partial collapse. In this paper, an eightstory structure is considered for evaluating the structural performance using pushover analysis, based on parameters such as moment curvature, ductility, overstrength, interstory drift and detailed computation of base shear. The results reveal that the structure possesses sufficient ductility and overstrength; it is found to have reached only immediate occupancy level after subjecting it to earthquake. [ABSTRACT FROM AUTHOR] |
| Databáze: |
Complementary Index |
| Externí odkaz: |
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