Dry Friction Dampers in Quake-proof Structures of Buildings

被引：7
作者：
Belash, Tatiana [1 ]
机构：
[1] Petersburg State Transport Univ, 9 Moskovsky Pr, St Petersburg 190031, Russia
来源：
INTERNATIONAL SCIENTIFIC CONFERENCE URBAN CIVIL ENGINEERING AND MUNICIPAL FACILITIES (SPBUCEMF-2015) | 2015年 / 117卷
关键词：
dry friction dampers; restriction; dangerous displacements; seismic impact;
D O I：
10.1016/j.proeng.2015.08.184
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
One of the serious problems in field of building seismic stability provision is the restriction of dangerous displacements occurring due to low-frequency seismic impact. Restriction of these displacements would be possible by means of application of special damping elements placed at the levels of floors. Dry friction dampers are considered to be such elements. (C) 2015 The Authors. Published by Elsevier Ltd.
引用
收藏
页码：397 / 403
页数：7
相关论文
共 33 条
[21]  
Sandovitch Belash T., 1981, IB 30 INVENTORS CERT
[22]  
Savic Adrijana, 2015, Applied Mechanics and Materials, V725-726, P896, DOI 10.4028/www.scientific.net/AMM.725-726.896
[23]  
Skinner RI, 1974, Earthq Eng Struct Dynam, V3, P287, DOI DOI 10.1002/EQE.4290030307
[24]   Effect of tuned mass damper on displacement demand of base-isolated structures [J].
Taniguchi, Tomoyo ;
Der Kiureghian, Armen ;
Melkumyan, Mikayel .
ENGINEERING STRUCTURES, 2008, 30 (12) :3478-3488
[25]  
Usmanov Rustam, 2014, Applied Mechanics and Materials, V633-634, P927, DOI 10.4028/www.scientific.net/AMM.633-634.927
[26]  
Usmanov Rustam, 2014, Applied Mechanics and Materials, V633-634, P1082, DOI 10.4028/www.scientific.net/AMM.633-634.1082
[27]  
Usmanov Rustam, 2014, Applied Mechanics and Materials, V633-634, P932, DOI 10.4028/www.scientific.net/AMM.633-634.932
[28]  
Usmanov R. A., 2014, APPL MECH MAT, V680, P474
[29]  
Vatin Nikolay I., 2014, Applied Mechanics and Materials, V584-586, P1381, DOI 10.4028/www.scientific.net/AMM.584-586.1381
[30]  
Villaverde R., 1988, EARTHQ SPECTRA, V3, P521
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