| contributor author | Darren Vian | |
| contributor author | Michel Bruneau | |
| date accessioned | 2017-05-08T20:58:34Z | |
| date available | 2017-05-08T20:58:34Z | |
| date copyright | December 2003 | |
| date issued | 2003 | |
| identifier other | %28asce%290733-9445%282003%29129%3A12%281676%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/33981 | |
| description abstract | This paper presents and analyzes experimental results of tests of 15 four-column frame specimens subjected to progressively increasing unidirectional ground shaking to collapse. The specimens were subdivided into groups of three different column slenderness ratios: 100, 150, and 200. Within each group, the column dimensions and supported mass varied. Ground motion of varying magnitudes was required to collapse the structure tested. The experimental setup is briefly described and results are presented. Test structure performance is compared with proposed limits for minimizing | |
| publisher | American Society of Civil Engineers | |
| title | Tests to Structural Collapse of Single Degree of Freedom Frames Subjected to Earthquake Excitations | |
| type | Journal Paper | |
| journal volume | 129 | |
| journal issue | 12 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(2003)129:12(1676) | |
| tree | Journal of Structural Engineering:;2003:;Volume ( 129 ):;issue: 012 | |
| contenttype | Fulltext | |
