Displacement based seismic analysis for out of plane bending of unreinforced masonry walls.
This paper addresses the problem of assessing the seismic resistance of brick masonry walls subject to out of plane bending. A simplified linearized displacement based procedure is presented along with recommendations for the selection of an appropriate substitute structure in order to provide the m...
| 發表在: | Earthquake engineering & structural dynamics. 31, 4 (2002). |
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| 格式: | Article |
| 語言: | English |
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