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
  • [11] Kelly J.M., 1990, Earthquake Spectra, V6, P223, DOI DOI 10.1193/1.1585566
  • [12] Kelly JM, 1999, EARTHQUAKE ENG STRUC, V28, P3, DOI 10.1002/(SICI)1096-9845(199901)28:1<3::AID-EQE801>3.3.CO
  • [13] 2-4
  • [14] Konstantinov M., 1984, EARTHQ ENG STRUCT D, V12, P203
  • [15] Kotlov Oleg, 2015, Applied Mechanics and Materials, V725-726, P325, DOI 10.4028/www.scientific.net/AMM.725-726.325
  • [16] Mrdak Ivan, 2014, Applied Mechanics and Materials, V633-634, P1069, DOI 10.4028/www.scientific.net/AMM.633-634.1069
  • [17] Muravieva Liudmila, 2015, Applied Mechanics and Materials, V725-726, P703, DOI 10.4028/www.scientific.net/AMM.725-726.703
  • [18] Muravyeva L., 2014, APPL MECH MAT, V635-637, P468, DOI [DOI 10.4028/WWW.SCIENTIFIC.NET/AMM.635-637.468, 10.4028/www.scientific.net/AMM.635-637.468]
  • [19] Influence of carbon fibre-reinforced polymers reinforcing on the seismic behaviour of timber-framed walls with fibre-plaster sheathing boards
    Premrov, M.
    Dobrila, P.
    [J]. EARTHQUAKE RESISTANT ENGINEERING STRUCTURES VII, 2009, 104 : 409 - 418
  • [20] Radovanovic Zeljka, 2015, Applied Mechanics and Materials, V725-726, P410, DOI 10.4028/www.scientific.net/AMM.725-726.410
1234