A simple hinge model for displacement-based nonlinear analysis of reinforced concrete columns
During strong earthquakes, reinforced concrete (RC) structures experience cyclic lateral loads that result to degradation in load-carrying capacity, and failure of columns in shear and/or flexure. This study presents a simple hysteretic hinge model that may be used in displacement-based analysis of...
| Xuất bản năm: | Philippine Engineering Journal [eJournal] 39, 2 (2018). |
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| Định dạng: | Bài viết |
| Ngôn ngữ: | English |
| Những chủ đề: | |
| Truy cập trực tuyến: | https://journals.upd.edu.ph/index.php/pej/article/view/6551/5712 |