Seismic response of semi‐active friction‐damped reinforced concrete structures with self‐variable stiffness-Reference-Cited by-同舟云学术

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Seismic response of semi‐active friction‐damped reinforced concrete structures with self‐variable stiffness

Published:2008-06 Issue:2 Volume:17 Page:351-365
ISSN:1541-7794
Container-title:The Structural Design of Tall and Special Buildings
language:en
Short-container-title:Struct. Design Tall Spec. Build.

Author:

Iskhakov I.,Ribakov Y.

Publisher

Wiley

Subject

Building and Construction,Architecture,Civil and Structural Engineering

Reference19 articles.

1. The Structural Design of Tall Buildings 10628002 10991794 2002 11 5

2. Bracci JM, Reinhorn AM, Mander JB, Kunnsth SK. 1989. Deterministic model for seismic damage evaluation of RC structures. Technical Report NCEER‐89‐0033, Buffalo, NY.

3. El‐Attar A‐G, White RN, Gergely P. 1991. Shake table test of 1/6 two‐story lightly reinforced concrete building. Technical Report NCEER‐91‐0017, Buffalo, NY.

4. Semi‐active friction damping system with amplifying braces for control of MDOF structures;Gluck;Structural Design of Tall Buildings,2001

Cited by 2 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

1. Structural Phenomenon of Cement-Based Composite Elements in Ultimate Limit State;Advances in Materials Science and Engineering;2016

2. Centralized semi-active control of post-tensioned steel frames;Earthquake Engineering & Structural Dynamics;2014-07-21

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