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author:

Zou, Lihua (Zou, Lihua.) [1] | Li, Liangfeng (Li, Liangfeng.) [2] | Huang, Jianqiang (Huang, Jianqiang.) [3] | Huang, Kai (Huang, Kai.) [4] (Scholars:黄凯)

Indexed by:

EI Scopus

Abstract:

When the story heights of adjacent buildings are unequal, the inter-floor pounding maybe happen during earthquake. Employing substructures in pounding area, the analytical model of adjacent structures with unequal story height is developed, and the equations of motion considering pounding are derived. Based on analytical model, the inter-floor pounding responses of adjacent buildings with unequal story height are investigated. The corresponding parametrical studies are conducted and influence rules are concluded. The results show that the influences of inter-floor pounding in adjacent buildings on main structures are smaller than those of floor pounding. But the damages on pounding area are quite large. Moreover, the period ratio of structures, the initial gap and the pounding location have remarkable influence on responses of inter-floor pounding. © JVE INTERNATIONAL LTD. JOURNAL OF VIBROENGINEERING 2014.

Keyword:

Analytical models Buildings Equations of motion Floors Seismic response

Community:

  • [ 1 ] [Zou, Lihua]School of Civil Engineering, Fuzhou University, Fuzhou; 350108, China
  • [ 2 ] [Li, Liangfeng]Fujian Academy of Building Research, Fuzhou; 350001, China
  • [ 3 ] [Huang, Jianqiang]School of Civil Engineering, Fuzhou University, Fuzhou; 350108, China
  • [ 4 ] [Huang, Kai]School of Civil Engineering, Fuzhou University, Fuzhou; 350108, China

Reprint 's Address:

  • 黄凯

    [huang, kai]school of civil engineering, fuzhou university, fuzhou; 350108, china

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Source :

Journal of Vibroengineering

ISSN: 1392-8716

Year: 2014

Issue: 6

Volume: 16

Page: 2756-2767

0 . 6 1 7

JCR@2014

0 . 7 0 0

JCR@2023

ESI Discipline: ENGINEERING;

ESI HC Threshold:184

JCR Journal Grade:3

CAS Journal Grade:4

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 3

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