| contributor author | Satoko Hashimoto | |
| contributor author | Yozo Fujino | |
| contributor author | Masato Abe | |
| date accessioned | 2017-05-08T21:25:15Z | |
| date available | 2017-05-08T21:25:15Z | |
| date copyright | January 2005 | |
| date issued | 2005 | |
| identifier other | %28asce%291084-0702%282005%2910%3A1%2854%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/50801 | |
| description abstract | The damage mode that single reinforced concrete (RC) piers of the Hanshin Expressway Kobe Route suffered during the 1995 Kobe earthquake is discussed. On the Kobe Route, many single RC piers suffered from flexural mode damage; however, some suffered from shear failure, and most shear failure occurred in piers with rectangular cross sections. The flexural and shear capacity of each pier are calculated based on the design documents, and the ratio of flexure to shear capacity, | |
| publisher | American Society of Civil Engineers | |
| title | Damage Analysis of Hanshin Expressway Viaducts during 1995 Kobe Earthquake. II: Damage Mode of Single Reinforced Concrete Piers | |
| type | Journal Paper | |
| journal volume | 10 | |
| journal issue | 1 | |
| journal title | Journal of Bridge Engineering | |
| identifier doi | 10.1061/(ASCE)1084-0702(2005)10:1(54) | |
| tree | Journal of Bridge Engineering:;2005:;Volume ( 010 ):;issue: 001 | |
| contenttype | Fulltext | |