| contributor author | David V. Rosowsky | |
| date accessioned | 2017-05-08T20:58:12Z | |
| date available | 2017-05-08T20:58:12Z | |
| date copyright | November 2002 | |
| date issued | 2002 | |
| identifier other | %28asce%290733-9445%282002%29128%3A11%281439%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/33737 | |
| description abstract | This paper reports on work, conducted under Task 1.5.3 (Reliability Studies) of the CUREE-Caltech Woodframe Project, with the objective of developing a risk-based methodology for seismic design of shear walls. Along with diaphragms, shear walls are primary lateral force resisting components in woodframe structures. The methodology developed herein is based on reliability principles as well as emerging performance-based concepts for seismic design. The specific subobjectives of Task 1.5.3 were: (1) to conduct a sequence of sensitivity studies to evaluate the contributions of various sources of uncertainty to shear wall performance as predicted using the | |
| publisher | American Society of Civil Engineers | |
| title | Reliability-based Seismic Design of Wood Shear Walls | |
| type | Journal Paper | |
| journal volume | 128 | |
| journal issue | 11 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(2002)128:11(1439) | |
| tree | Journal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 011 | |
| contenttype | Fulltext | |
