| contributor author | Yue Wang | |
| contributor author | David V. Rosowsky | |
| contributor author | Weichiang Pang | |
| date accessioned | 2017-05-08T21:59:05Z | |
| date available | 2017-05-08T21:59:05Z | |
| date copyright | August 2010 | |
| date issued | 2010 | |
| identifier other | %28asce%29st%2E1943-541x%2E0000227.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/68074 | |
| description abstract | This paper reports on a study to extend a recently proposed direct displacement design (DDD) procedure for midrise engineered wood-frame structures and develop a set of factors for use in the procedure to meet specified performance levels with certain target probabilities. Representative index multistory building configurations were selected from the archetype buildings developed for the FEMA ATC-63. Seismic hazard levels and performance requirements recommended by ASCE 41-06 and modified for use in the National Science Foundation sponsored NEESWood project were used. The archetype buildings, originally designed using current force-based design procedures, were redesigned using the simplified DDD procedure (also described herein) with a range of nonexceedance (NE) probability adjustment factors | |
| publisher | American Society of Civil Engineers | |
| title | Performance-Based Procedure for Direct Displacement Design of Engineered Wood-Frame Structures | |
| type | Journal Paper | |
| journal volume | 136 | |
| journal issue | 8 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)ST.1943-541X.0000188 | |
| tree | Journal of Structural Engineering:;2010:;Volume ( 136 ):;issue: 008 | |
| contenttype | Fulltext | |
