مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

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Cites:

1

Information Journal Paper

Title

HEAVIER ADJACENT BUILDING POUNDING DUE TO EARTHQUAKE EXCITATION, TECHNICAL NOTE

Pages

  349-367

Abstract

 Pounding between adjacent buildings is a detrimental issue for buildings in cities because they are closely located while vibrating out of phase due to different dynamic properties (mainly different mass and/or height) during EARTHQUAKE EXCITATION. This paper presents a numerical study on the pounding between the adjacent buildings with different masses during EARTHQUAKE EXCITATION. The buildings modeled via lumped mass procedure are connected by linear vico-elastic contact force model during pounding. SEISMIC RESPONSEs of the buildings due to earthquake acceleration are obtained for different building configurations and the results are discussed and compared. Pounding effect is amplified for the lighter building while pounding effect is negligible for the heavier building.

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  • Cite

    APA: Copy

    NASERKHAKI, S., DANESHVAR GHORBANI, S., & TAYEBI TOLOUE, D.. (2013). HEAVIER ADJACENT BUILDING POUNDING DUE TO EARTHQUAKE EXCITATION, TECHNICAL NOTE. ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING), 14(2), 349-367. SID. https://sid.ir/paper/299025/en

    Vancouver: Copy

    NASERKHAKI S., DANESHVAR GHORBANI S., TAYEBI TOLOUE D.. HEAVIER ADJACENT BUILDING POUNDING DUE TO EARTHQUAKE EXCITATION, TECHNICAL NOTE. ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING)[Internet]. 2013;14(2):349-367. Available from: https://sid.ir/paper/299025/en

    IEEE: Copy

    S. NASERKHAKI, S. DANESHVAR GHORBANI, and D. TAYEBI TOLOUE, “HEAVIER ADJACENT BUILDING POUNDING DUE TO EARTHQUAKE EXCITATION, TECHNICAL NOTE,” ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING), vol. 14, no. 2, pp. 349–367, 2013, [Online]. Available: https://sid.ir/paper/299025/en

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