Overstrength of Displacement-Based Designed Eccentrically Braced Steel Frames
Direct Displacement-Based Design (DDBD) is a performance-based seismic design method that has been proposed and developed over the past two decades for RC frame structures, shear walls and bridges design. The aim of this study is to evaluate overstrength of EBFs with short, intermediate and long lin...
| Main Authors: | , |
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| Format: | Article |
| Language: | fas |
| Published: |
Iranian Society of Structrual Engineering (ISSE)
2016-03-01
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| Series: | Journal of Structural and Construction Engineering |
| Subjects: | |
| Online Access: | http://www.jsce.ir/article_38631_58aa2dd121e216c69a593cd74989f5f3.pdf |