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Structural Engineering and Mechanics
  Volume 61, Number 2, January25 2017 , pages 183-192
DOI: https://doi.org/10.12989/sem.2017.61.2.183
 


Expected extreme value of pounding force between two adjacent buildings
Sepideh Rahimi and Masoud Soltani

 
Abstract
    Seismic pounding between adjacent buildings with inadequate separation and different dynamic characteristics can cause severe damage to the colliding buildings. Efficient estimation of the maximum pounding force is required to control the extent of damage in adjacent structures or develop an appropriate mitigation method. In this paper, an analytical approach on the basis of statistical relations is presented for approximate computation of extreme value of pounding force between two adjacent structures with equal or unequal heights subjected to stationary and non-stationary excitations. The nonlinearity of adjacent structures is considered using Bouc-Wen model of hysteresis and the pounding effect is simulated by applying the nonlinear viscoelastic model. It is shown that the proposed approach can significantly save computational costs by obviating the need for performing dynamic analysis. To assess the reliability and accuracy of the proposed approach, the results are compared with those obtained from nonlinear dynamic analysis.
 
Key Words
    pounding force; probability distribution; random vibration; Bouc-Wen; adjacent building
 
Address
Sepideh Rahimi and Masoud Soltani: Faculty of Civil and Environmental Engineering, Tarbiat Modares University, Jalaale-al Ahmad Ave., Tehran, Iran
 

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