NUMERICALLY INVESTIGATION OF THE BEHAVIOR OF LONG LINK-TO-COLUMN CONNECTIONS WITH REDUCED SECTION
Eccentrically braced frames (EBFs) combine the high elastic stiffness of concentrically braced frames with the ductility and stable energy dissipation of moment resisting frames. In these types of frames energy often dissipated through links that vary from short shear yielding to long flexural yield...
| Main Authors: | , |
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| Format: | Article |
| Language: | fas |
| Published: |
Semnan University
2017-08-01
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| Series: | مجله مدل سازی در مهندسی |
| Subjects: | |
| Online Access: | https://modelling.semnan.ac.ir/article_2542_ed5b43165d01855657213660cc9400b2.pdf |