SEISMIC PERFORMANCE EVALUATION OF THE STEEL FRAME BUILDING USING NONLINEAR STATIC ANALYSIS
A methodology for seismic performance evaluation of a 5-story steel frame building is presented. By means of a step-by-step nonlinear procedure according to the first mode shape, the failure mechanism of the structure is determined and the capacity curve is obtained. The spectral displacements for the seismic intensity of 7, 8 and 9 degrees of MSK-64 scale are determined. The necessity of developing clear criteria for seismic performance evaluation of frame-type structures is emphasized.
Authors
- Zaurbek Abaev (ORCID: https://orcid.org/0000-0002-6932-2740)
Publication Details
- Journal
- STRUCTURAL MECHANICS AND ANALYSIS OF CONSTRUCTIONS
- Published
- 2024-08-30
- DOI
- https://doi.org/10.37538/0039-2383.2024.4.49.57
- Citations
- 1
- Primary Topic
- Structural Engineering and Vibration Analysis
- Type
- article
- Field-Weighted Citation Impact
- 0.26