INFLUENCE OF BEAM HEIGHT-COLUMN WIDTH RATIO ON SEISMIC BEHAVIOR OF RC MOMENT RESISTING FRAMES
Most reputable international design codes have included provisions for achieving ductile behavior and avoiding brittle and hazardous behavior in reinforced concrete frames. These provisions aim to achieve the concept of the weak beam-strong column, where plastic hinges during an earthquake occur fir...
Saved in:
Main Authors: | A. Khalili, F. Nateghi Alahi |
---|---|
Format: | Article |
Language: | fas |
Published: |
Sharif University of Technology
2024-11-01
|
Series: | مهندسی عمران شریف |
Subjects: | |
Online Access: | https://sjce.journals.sharif.edu/article_23511_e5aaa8dec853318dbbcdb28b789119a9.pdf |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Cyclic Behavior of Seismically Non-Conforming Interior Reinforced Concrete Beam–Column Joints
by: Peyman Sabbahfar, et al.
Published: (2025-01-01) -
Fragility functions for reinforced-concrete frames classified by joint strength margin: the case of interior beam–column joint
by: Takashi Takeuchi, et al.
Published: (2025-01-01) -
Classification of Heavily Damaged Building Damage after Earthquake
by: Varol Koç
Published: (2016-03-01) -
Load Deflection Analysis of Beam-Column using Total Potential Energy (TPE) Principle
by: Manar A. Al-Fadul, et al.
Published: (2025-02-01) -
Seismic Mitigation Effect and Mechanism Analysis of Split Columns in Underground Structures in Sites with Weak Interlayers
by: Zigang Xu, et al.
Published: (2025-01-01)