Equivalent modal damping ratios for non-classically damped hybrid steel concrete buildings with transitional storey-Reference-Cited by-同舟云学术

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Equivalent modal damping ratios for non-classically damped hybrid steel concrete buildings with transitional storey

Published:2014-05-10 Issue:3 Volume:50 Page:383-401
ISSN:1225-4568
Container-title:Structural Engineering and Mechanics
language:en
Short-container-title:Structural Engineering and Mechanics

Author:

Sivandi-Pour Abbas,Gerami Mohsen,Khodayarnezhad Daryush

Publisher

Techno-Press

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Cited by 22 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

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3. Quantification of seismic performance factors of mixed concrete/steel buildings using the FEMA P695 methodology;Structures;2024-03

4. Numerical investigation of a novel concrete-to-steel column splice in mixed structures in height;Structures;2023-12

5. The Non-Linear Behavior of Mixed Reinforced Concrete–Steel Frames under Strong Earthquakes;IOCBD 2023;2023-11-08

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