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| Content Provider | Springer Nature Link |
|---|---|
| Author | Behnamfar, Farhad Taherian, Sayed Mehdi Sahraei, Arash |
| Copyright Year | 2016 |
| Abstract | In this study a new method for nonlinear static analysis based on the relative displacements of stories is proposed that is able to be implemented in a single stage analysis and considers the effects of an arbitrary number of higher modes. The method is called the extended drift pushover analysis procedure (EDPA). To define the lateral load pattern, values of the relative displacements of stories are calculated using the elastic modal analysis and the modal combination factors introduced. For determining the combination factors, six different approaches are examined. Buildings evaluated in this study consist of four special steel moment-resisting frames with 10–30 stories. Responses including relative displacements of stories, story shear forces and rotation of plastic hinges in each story are calculated using the proposed approaches in addition to modal pushover analysis and nonlinear dynamic time history analyses. The nonlinear dynamic analysis is implemented using ten consistent earthquake records that have been scaled with regard to ASCE7-10. Distribution of response errors of story shears and plastic hinge rotations show that a major part of error corresponds to the second half of the buildings studied. Thus, the mentioned responses are corrected systematically. The final results of this study show that implementing the EDPA procedure using the third approach of this research is able to effectively overcome the limitations of both the traditional and the modal pushover analyses methods and predict the seismic demands of tall buildings with good accuracy. |
| Starting Page | 3025 |
| Ending Page | 3046 |
| Page Count | 22 |
| File Format | |
| ISSN | 1570761X |
| Journal | Bulletin of Earthquake Engineering |
| Volume Number | 14 |
| Issue Number | 11 |
| e-ISSN | 15731456 |
| Language | English |
| Publisher | Springer Netherlands |
| Publisher Date | 2016-05-14 |
| Publisher Place | Dordrecht |
| Access Restriction | One Nation One Subscription (ONOS) |
| Subject Keyword | Drift pushover analysis (DPA) Higher modes Seismic demands Tall buildings Geotechnical Engineering & Applied Earth Sciences Environmental Engineering/Biotechnology Civil Engineering Geophysics/Geodesy Hydrogeology Structural Geology |
| Content Type | Text |
| Resource Type | Article |
| Subject | Building and Construction Geophysics Geotechnical Engineering and Engineering Geology Civil and Structural Engineering |
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