Preliminary Study on the Damping Effect of a Lateral Damping Buffer under a Debris Flow Load

Simulating the impact of debris flows on structures and exploring the feasibility of applying energy dissipation devices or shock isolators to reduce the damage caused by debris flows can make great contribution to the design of disaster prevention structures. In this paper, we propose a new type of...

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Published inApplied sciences Vol. 7; no. 2; p. 201
Main Authors Lu, Zheng, Yang, Yuling, Lu, Xilin, Liu, Chengqing
Format Journal Article
LanguageEnglish
Published Basel MDPI AG 2017
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Abstract Simulating the impact of debris flows on structures and exploring the feasibility of applying energy dissipation devices or shock isolators to reduce the damage caused by debris flows can make great contribution to the design of disaster prevention structures. In this paper, we propose a new type of device, a lateral damping buffer, to reduce the vulnerability of building structures to debris flows. This lateral damping buffer has two mechanisms of damage mitigation: when debris flows impact on a building, it acts as a buffer, and when the structure vibrates due to the impact, it acts as a shock absorber, which can reduce the maximum acceleration response and subsequent vibration respectively. To study the effectiveness of such a lateral damping buffer, an impact test is conducted, which mainly involves a lateral damping buffer attached to a two-degree-of-freedom structure under a simulated debris flow load. To enable the numerical study, the equation of motion of the structure along with the lateral damping buffer is derived. A subsequent parametric study is performed to optimize the lateral damping buffer. Finally, a practical design procedure is also provided.
AbstractList Simulating the impact of debris flows on structures and exploring the feasibility of applying energy dissipation devices or shock isolators to reduce the damage caused by debris flows can make great contribution to the design of disaster prevention structures. In this paper, we propose a new type of device, a lateral damping buffer, to reduce the vulnerability of building structures to debris flows. This lateral damping buffer has two mechanisms of damage mitigation: when debris flows impact on a building, it acts as a buffer, and when the structure vibrates due to the impact, it acts as a shock absorber, which can reduce the maximum acceleration response and subsequent vibration respectively. To study the effectiveness of such a lateral damping buffer, an impact test is conducted, which mainly involves a lateral damping buffer attached to a two-degree-of-freedom structure under a simulated debris flow load. To enable the numerical study, the equation of motion of the structure along with the lateral damping buffer is derived. A subsequent parametric study is performed to optimize the lateral damping buffer. Finally, a practical design procedure is also provided.
Author Yang, Yuling
Lu, Xilin
Lu, Zheng
Liu, Chengqing
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Cites_doi 10.1016/j.enggeo.2014.10.002
10.1088/0964-1726/25/1/015028
10.12989/sss.2016.18.1.093
10.1002/tal.1350
10.1002/tal.1359
10.1016/j.geomorph.2011.04.006
10.1002/eqe.2723
10.1016/j.riai.2015.05.001
10.1016/j.conengprac.2010.05.016
10.1061/(ASCE)0733-9429(2001)127:2(94)
10.1002/hyp.7118
10.1080/15715124.2004.9635240
10.1016/j.enggeo.2015.05.004
10.1016/j.conengprac.2008.05.002
10.1061/JSDEAG.0003280
10.1061/(ASCE)EM.1943-7889.0000576
10.1002/stc.1897
10.1002/stc.1864
10.1002/eqe.2826
10.1007/s10661-008-0318-2
10.1016/j.arcontrol.2012.03.011
10.1088/0964-1726/24/9/095001
10.1016/j.geomorph.2013.06.017
10.1007/s11629-011-1023-0
10.1002/stc.359
10.1016/j.conbuildmat.2015.03.019
10.1002/eqe.1170
10.1177/0954407013517222
10.5194/nhess-12-2209-2012
10.1080/00221686.2006.9521703
10.5194/nhess-12-1693-2012
10.1108/EC-08-2012-0191
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References ref13
ref12
Clough (ref32) 2003
ref15
ref37
ref36
ref31
ref30
ref11
ref10
(ref35) 2004
ref2
ref1
ref17
ref16
ref38
ref19
ref18
Yao (ref14) 1972; 98
Kozo (ref34) 2015; 83
ref24
ref23
ref26
ref25
ref20
ref22
ref21
ref28
ref27
ref29
ref8
ref7
ref9
ref4
ref3
ref6
ref5
Zhang (ref33) 2006; 24
References_xml – ident: ref5
  doi: 10.1016/j.enggeo.2014.10.002
– ident: ref26
  doi: 10.1088/0964-1726/25/1/015028
– ident: ref27
  doi: 10.12989/sss.2016.18.1.093
– ident: ref29
  doi: 10.1002/tal.1350
– ident: ref37
  doi: 10.1002/tal.1359
– ident: ref12
  doi: 10.1016/j.geomorph.2011.04.006
– ident: ref19
  doi: 10.1002/eqe.2723
– ident: ref22
  doi: 10.1016/j.riai.2015.05.001
– ident: ref24
  doi: 10.1016/j.conengprac.2010.05.016
– ident: ref7
  doi: 10.1061/(ASCE)0733-9429(2001)127:2(94)
– ident: ref1
  doi: 10.1002/hyp.7118
– ident: ref8
  doi: 10.1080/15715124.2004.9635240
– ident: ref4
  doi: 10.1016/j.enggeo.2015.05.004
– ident: ref21
  doi: 10.1016/j.conengprac.2008.05.002
– volume: 98
  start-page: 1567
  year: 1972
  ident: ref14
  article-title: Concept of structural control
  publication-title: J. Struct. Div. ASCE
  doi: 10.1061/JSDEAG.0003280
  contributor:
    fullname: Yao
– ident: ref18
  doi: 10.1061/(ASCE)EM.1943-7889.0000576
– year: 2004
  ident: ref35
– ident: ref30
  doi: 10.1002/stc.1897
– ident: ref16
  doi: 10.1002/stc.1864
– ident: ref28
  doi: 10.1002/eqe.2826
– ident: ref9
  doi: 10.1007/s10661-008-0318-2
– volume: 24
  start-page: 340
  year: 2006
  ident: ref33
  article-title: Experimental research of unreinforced masonry wall under dynamic impact of debris flow
  publication-title: J. Mt. Sci.
  contributor:
    fullname: Zhang
– ident: ref20
  doi: 10.1016/j.arcontrol.2012.03.011
– ident: ref25
  doi: 10.1088/0964-1726/24/9/095001
– ident: ref13
– ident: ref11
  doi: 10.1016/j.geomorph.2013.06.017
– ident: ref38
– ident: ref6
  doi: 10.1007/s11629-011-1023-0
– year: 2003
  ident: ref32
  article-title: Analysis of free vibration
  contributor:
    fullname: Clough
– ident: ref36
  doi: 10.1002/stc.359
– volume: 83
  start-page: 261
  year: 2015
  ident: ref34
  article-title: Shock-absorbing capability of lightweight concrete utilizing volcanic pumice aggregate
  publication-title: Constr. Build. Mater.
  doi: 10.1016/j.conbuildmat.2015.03.019
  contributor:
    fullname: Kozo
– ident: ref15
  doi: 10.1002/eqe.1170
– ident: ref23
  doi: 10.1177/0954407013517222
– ident: ref2
  doi: 10.5194/nhess-12-2209-2012
– ident: ref3
  doi: 10.1080/00221686.2006.9521703
– ident: ref10
  doi: 10.5194/nhess-12-1693-2012
– ident: ref17
  doi: 10.1108/EC-08-2012-0191
– ident: ref31
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SubjectTerms buffer
Buffers
Buildings
Damping
Debris
debris flow
Detritus
Devices
Disasters
Emergency preparedness
Energy dissipation
Equations of motion
Feasibility studies
Impact damage
impact test
Impact tests
Landslides & mudslides
Mitigation
numerical simulation
parametric study
Shock absorbers
Structural damage
Vibration
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Title Preliminary Study on the Damping Effect of a Lateral Damping Buffer under a Debris Flow Load
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