Analytical comparison between seismic performance of middle-rise bundled tube and 3d moment frame structures
In this study, the performance of resistant skeleton of mid-rise moment frames under scaled near-field earthquake records have been evaluated by using both, incremental dynamic and nonlinear dynamic time history analyses. Also, a brief explanation of this concept through the perspective of the forma...
Main Authors: | Vahideh Shirvani Harandi, Afshin Meshkat-Dini, Ali Massumi |
---|---|
Format: | Article |
Language: | fas |
Published: |
University of Qom
2019-02-01
|
Series: | پژوهشهای زیرساختهای عمرانی |
Subjects: | |
Online Access: | https://cer.qom.ac.ir/article_1266_d3ab8359cddc330676cf748c908c81e7.pdf |
Similar Items
-
Seismic performance of high rise hybrid structures with moment frame configuration
by: Saman Khalili, et al.
Published: (2017-07-01) -
Computational Notification of Relative Displacement Variations in Estimation of Seismic Demand of
Mid-Rise Moment Frame Skeletons
by: Saman Khalili, et al.
Published: (2018-09-01) -
Seismic evaluation of composite moment frames subjected to near-fault ground motions
by: Mohsenali Shayanfar, et al.
Published: (2023-06-01) -
Modification of Substitute Frame for steel moment frames with irregular bay lengths
by: S.A. Ahmadian, et al.
Published: (2023-12-01) -
Seismic collapse assessment of intermediate RC moment frames subjected to mainshock-aftershock sequences
by: Ali Banayan-Kermani, et al.
Published: (2023-12-01)