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| Content Provider | Springer Nature Link |
|---|---|
| Author | Reza Keyvani Boroujeni, Ali Sadeghazar, Majid |
| Copyright Year | 2006 |
| Abstract | The Iranian Guideline for Seismic Rehabilitation of Existing Buildings (GSREB), which is currently used for vulnerability assessment of existing buildings in Iran, is evaluated in this paper. The vulnerability of sample buildings of a variety stories with special steel moment resisting frames, designed according to the Standard No.2800 requirements, is assessed by GSREB. In the vulnerability assessment, different analysis methods were used and the results, in terms of usage ratio, defined as the ratio of the strength/deformation demand to the corresponding capacity, are compared. Numerical results show that some columns of these buildings do not satisfy the life safety performance criteria in the design hazard level. Moreover, the target displacement estimated by the Displacement Coefficient Method (DCM) is larger than the maximum displacement calculated by nonlinear dynamic analysis. |
| Starting Page | 297 |
| Ending Page | 307 |
| Page Count | 11 |
| File Format | |
| ISSN | 16713664 |
| Journal | Earthquake Engineering and Engineering Vibration |
| Volume Number | 5 |
| Issue Number | 2 |
| e-ISSN | 1993503X |
| Language | English |
| Publisher | Institute of Engineering Mechanics, China Earthquake Administration |
| Publisher Date | 2006-01-01 |
| Publisher Place | Harbin |
| Access Restriction | One Nation One Subscription (ONOS) |
| Subject Keyword | FEMA 356 vulnerability assessment Standard No.2800 performance-based procedures GSREB displacement coefficient method Geotechnical Engineering Civil Engineering Vibration, Dynamical Systems, Control |
| Content Type | Text |
| Resource Type | Article |
| Subject | Building and Construction Geophysics Mechanical Engineering Geotechnical Engineering and Engineering Geology Civil and Structural Engineering |
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