| contributor author | Tomás Zegard | |
| contributor author | William F. Baker | |
| contributor author | Arkadiusz Mazurek | |
| contributor author | Glaucio H. Paulino | |
| date accessioned | 2017-05-08T22:09:38Z | |
| date available | 2017-05-08T22:09:38Z | |
| date copyright | September 2014 | |
| date issued | 2014 | |
| identifier other | 35808493.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/72555 | |
| description abstract | This paper describes structural optimization formulations for trusses and applies them to size and geometrically optimize lateral bracing systems. The paper provides analytical solutions for simple and limit cases and uses numerical optimization for cases where analytical solutions are not available. The analysis is based on small displacements, constant or no connection costs, static loads, and elastic behavior. This work provides guidance to improve the common engineering practice of locating the bracing point at the middle or at the top of the bay/story panel. | |
| publisher | American Society of Civil Engineers | |
| title | Geometrical Aspects of Lateral Bracing Systems: Where Should the Optimal Bracing Point Be? | |
| type | Journal Paper | |
| journal volume | 140 | |
| journal issue | 9 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)ST.1943-541X.0000956 | |
| tree | Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 009 | |
| contenttype | Fulltext | |