| contributor author | Roger D. Flanagan | |
| contributor author | Richard M. Bennett | |
| date accessioned | 2017-05-08T20:57:25Z | |
| date available | 2017-05-08T20:57:25Z | |
| date copyright | June 1999 | |
| date issued | 1999 | |
| identifier other | %28asce%290733-9445%281999%29125%3A6%28590%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/33195 | |
| description abstract | Large-scale structural clay tile infilled steel frames were tested under in-plane loading. All infills failed through corner crushing, and the failure load was relatively insensitive to framing characteristics. An analytical procedure was proposed in which the peak strength of the infill for the corner crushing limit state is a function only of | |
| publisher | American Society of Civil Engineers | |
| title | In-Plane Behavior of Structural Clay Tile Infilled Frames | |
| type | Journal Paper | |
| journal volume | 125 | |
| journal issue | 6 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1999)125:6(590) | |
| tree | Journal of Structural Engineering:;1999:;Volume ( 125 ):;issue: 006 | |
| contenttype | Fulltext | |
