Parameters Affect Flexural Mechanism to Prevent Progressive Collapse of RC Buildings
This study investigates the effect of spans length, reinforcement ratio and continuity of flexural reinforcement on the progressive collapse performance of double span beams over failed columns. The investigations focus on initial flexural resisting mechanism to prevent the progressive collapse. De...
Main Authors: | Z.M. Najem, Thaer Alrudaini |
---|---|
Format: | Article |
Language: | English |
Published: |
Electronic Journals for Science and Engineering - International
2023-07-01
|
Series: | Electronic Journal of Structural Engineering |
Subjects: | |
Online Access: | https://ejsei.com/EJSE/article/view/440 |
Similar Items
-
Assessment of Different Retrofitting Methods on Structural Performance of RC Buildings against Progressive Collapse
by: Barham Haidar Ali, et al.
Published: (2022-01-01) -
Robustness assessment of RC frame buildings with HPFRCC subjected to progressive collapse
by: Hamid Mirzahosseini, et al.
Published: (2023-03-01) -
Progressive collapse of reinforced concrete buildings considering flexure-axial-shear interaction in plastic hinges
by: Meshal A. Abdulsalam, et al.
Published: (2021-01-01) -
Study of RC Structures with Different Floor in Progressive Collapse
by: علی خیرالدین, et al.
Published: (2017-03-01) -
Effect of Structural Height on the Location of Key Element in Progressive Collapse of RC Structures
by: Ali kheyroddin, et al.
Published: (2019-06-01)