| contributor author | Sinan Altin | |
| contributor author | Ugur Ersoy | |
| contributor author | Tugrul Tamkut | |
| date accessioned | 2017-05-08T20:54:45Z | |
| date available | 2017-05-08T20:54:45Z | |
| date copyright | August 1992 | |
| date issued | 1992 | |
| identifier other | %28asce%290733-9445%281992%29118%3A8%282133%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/31488 | |
| description abstract | Strengthening of framed reinforced concrete structures by cast‐in‐place reinforced concrete infills is commonly used in practice. The objective of this study is to investigate the behavior of such infilled frames under seismic loads. For this purpose, 14 two‐story, one‐bay infilled frames are tested under reversed cyclic loading simulating seismic action. The variables investigated are the effect of type of infill reinforcement, the connection between the frame and the infill, and the flexural capacity of columns. Test results are evaluated to estimate the effects of infill on stiffness, strength, energy dissipation, lateral drift, and ductility. The feasibility of different analytical methods is also investigated. The results obtained using such analytical methods are compared with the experimental observations. Using the test results, a simple dynamic evaluation is made to predict the dynamic behavior of infilled frames under seismic action. | |
| publisher | American Society of Civil Engineers | |
| title | Hysteretic Response of Reinforced‐Concrete Infilled Frames | |
| type | Journal Paper | |
| journal volume | 118 | |
| journal issue | 8 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1992)118:8(2133) | |
| tree | Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 008 | |
| contenttype | Fulltext | |
