| contributor author | Vahid Bisadi | |
| contributor author | Monique Head | |
| date accessioned | 2017-05-08T21:35:09Z | |
| date available | 2017-05-08T21:35:09Z | |
| date copyright | November 2011 | |
| date issued | 2011 | |
| identifier other | %28asce%29be%2E1943-5592%2E0000243.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/56780 | |
| description abstract | One of the parameters that directly affects the seismic demand on a bridge is the excitation angle of the ground motion. Since analyzing a bridge with all possible excitation angles is impractical, combination rules have been used for computation of seismic demands. Provisions and specifications recommend the use of combination rules for computation of displacements and elastic forces, but they do not clearly suggest any combination rules for nonlinear time history analysis of bridges. This paper evaluates the | |
| publisher | American Society of Civil Engineers | |
| title | Evaluation of Combination Rules for Orthogonal Seismic Demands in Nonlinear Time History Analysis of Bridges | |
| type | Journal Paper | |
| journal volume | 16 | |
| journal issue | 6 | |
| journal title | Journal of Bridge Engineering | |
| identifier doi | 10.1061/(ASCE)BE.1943-5592.0000241 | |
| tree | Journal of Bridge Engineering:;2011:;Volume ( 016 ):;issue: 006 | |
| contenttype | Fulltext | |
