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    Seismic Waves in Buildings with Shear Walls or Central Core

    Source: Journal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 012
    Author:
    M. I. Todorovska
    ,
    V. W. Lee
    DOI: 10.1061/(ASCE)0733-9399(1989)115:12(2669)
    Publisher: American Society of Civil Engineers
    Abstract: Two‐dimensional continuous models have been used to investigate the effects of the propagation of seismic waves into buildings with shear walls at the ends and with a central core. Neglecting the soil‐structure interaction, analytical solutions have been obtained for the displacement response to monochromatic
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      Seismic Waves in Buildings with Shear Walls or Central Core

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    http://yetl.yabesh.ir/yetl1/handle/yetl/79442
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    contributor authorM. I. Todorovska
    contributor authorV. W. Lee
    date accessioned2017-05-08T22:23:30Z
    date available2017-05-08T22:23:30Z
    date copyrightDecember 1989
    date issued1989
    identifier other%28asce%290733-9399%281989%29115%3A12%282669%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/79442
    description abstractTwo‐dimensional continuous models have been used to investigate the effects of the propagation of seismic waves into buildings with shear walls at the ends and with a central core. Neglecting the soil‐structure interaction, analytical solutions have been obtained for the displacement response to monochromatic
    publisherAmerican Society of Civil Engineers
    titleSeismic Waves in Buildings with Shear Walls or Central Core
    typeJournal Paper
    journal volume115
    journal issue12
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1989)115:12(2669)
    treeJournal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 012
    contenttypeFulltext
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