| contributor author | D. Theodossopoulos | |
| contributor author | B. P. Sinha | |
| contributor author | A. S. Usmani | |
| date accessioned | 2017-05-08T21:22:03Z | |
| date available | 2017-05-08T21:22:03Z | |
| date copyright | September 2003 | |
| date issued | 2003 | |
| identifier other | %28asce%291076-0431%282003%299%3A3%28109%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/48672 | |
| description abstract | The church of Holyrood Abbey, in Edinburgh, collapsed in 1768 after an inappropriate intervention in the nave vaults. This resulted in excessive lateral thrusts, which could not be contained by the existing buttressing systems, causing progressive instability of the lateral walls. This effect was studied on a lateral cross vault of the church. A replica in 1:4 scale was built and tested initially under service loads and subsequently until collapse due to movement of the two front abutments. Analysis of the model was carried out with the finite-element program | |
| publisher | American Society of Civil Engineers | |
| title | Case Study of the Failure of a Cross Vault: Church of Holyrood Abbey | |
| type | Journal Paper | |
| journal volume | 9 | |
| journal issue | 3 | |
| journal title | Journal of Architectural Engineering | |
| identifier doi | 10.1061/(ASCE)1076-0431(2003)9:3(109) | |
| tree | Journal of Architectural Engineering:;2003:;Volume ( 009 ):;issue: 003 | |
| contenttype | Fulltext | |
