| contributor author | Roman Lackner | |
| contributor author | Herbert A. Mang | |
| date accessioned | 2017-05-08T22:39:27Z | |
| date available | 2017-05-08T22:39:27Z | |
| date copyright | December 2001 | |
| date issued | 2001 | |
| identifier other | %28asce%290733-9399%282001%29127%3A12%281213%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/85311 | |
| description abstract | This paper deals with the application of an adaptive calculation scheme to ultimate load analyses of reinforced concrete (RC) plates and shells. The influence of the user-prescribed accuracy on the numerical results, especially on the ultimate load, is investigated. Three examples are considered: (1) a shear wall panel; (2) a circular plate; and (3) an RC cooling tower subjected to dead load and wind load. In addition to adaptive finite element (FE) analyses, single-mesh calculations on the basis of uniformly refined meshes are performed. | |
| publisher | American Society of Civil Engineers | |
| title | Adaptive FE Analysis of RC Shells. II: Applications | |
| type | Journal Paper | |
| journal volume | 127 | |
| journal issue | 12 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)0733-9399(2001)127:12(1213) | |
| tree | Journal of Engineering Mechanics:;2001:;Volume ( 127 ):;issue: 012 | |
| contenttype | Fulltext | |
