| contributor author | Joseph M. Bracci | |
| contributor author | Walter P. Moore Jr | |
| contributor author | Michael N. Bugeja | |
| date accessioned | 2017-05-08T20:57:22Z | |
| date available | 2017-05-08T20:57:22Z | |
| date copyright | April 1999 | |
| date issued | 1999 | |
| identifier other | %28asce%290733-9445%281999%29125%3A4%28385%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/33162 | |
| description abstract | This paper presents an evaluation in terms of constructability, cost, and seismic performance of an alternative structural system for high seismic risk zones made of composite reinforced concrete-steel (RCS) special moment-resisting frames. Interior beam-column joints and the effects of a reinforced concrete slab on composite metal decking are investigated. The major issues discussed are related to seismic design philosophy and constructability of a three-dimensional RCS special moment frame system for low-rise and mid-rise construction. The key conclusion from this work is that the proposed RCS frame system has advantages over steel frame systems in high seismic risk zones in terms of having a cost-effective construction process and possessing certain stable hysteretic performance during inelastic excursions. | |
| publisher | American Society of Civil Engineers | |
| title | Seismic Design and Constructability of RCS Special Moment Frames | |
| type | Journal Paper | |
| journal volume | 125 | |
| journal issue | 4 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1999)125:4(385) | |
| tree | Journal of Structural Engineering:;1999:;Volume ( 125 ):;issue: 004 | |
| contenttype | Fulltext | |
