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    Seismic Responses of Two Adjacent Buildings. II: Interaction

    Source: Journal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 008
    Author:
    Mehmet Çelebi
    DOI: 10.1061/(ASCE)0733-9445(1993)119:8(2477)
    Publisher: American Society of Civil Engineers
    Abstract: Presented in this part of the two‐part paper is a study of the relations between earthquake motions recorded from two, adjacent, seven‐story buildings, from a downhole below the foundation of one of the buildings and from three free‐field sites, all within one city block. This unique data set was obtained during the Whittier‐Narrows, Calif. earthquake of Oct. 1, 1987. Part I includes background information on the two buildings, the site, and the data set. Building response characteristics of a code‐type instrumented building (A) and an extensively instrumented building (B) are also studied. In this part, spectral analysis techniques are used to study the relationships between the motions of the roofs and basements, the downhole and the free‐field sites. It is asserted that there is building‐soil‐building interaction between the two buildings at a frequency of 2.35 Hz. Furthermore, the free‐field motions are shown to be influenced by the presence of the buildings.
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      Seismic Responses of Two Adjacent Buildings. II: Interaction

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    http://yetl.yabesh.ir/yetl1/handle/yetl/31759
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    contributor authorMehmet Çelebi
    date accessioned2017-05-08T20:55:12Z
    date available2017-05-08T20:55:12Z
    date copyrightAugust 1993
    date issued1993
    identifier other%28asce%290733-9445%281993%29119%3A8%282477%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/31759
    description abstractPresented in this part of the two‐part paper is a study of the relations between earthquake motions recorded from two, adjacent, seven‐story buildings, from a downhole below the foundation of one of the buildings and from three free‐field sites, all within one city block. This unique data set was obtained during the Whittier‐Narrows, Calif. earthquake of Oct. 1, 1987. Part I includes background information on the two buildings, the site, and the data set. Building response characteristics of a code‐type instrumented building (A) and an extensively instrumented building (B) are also studied. In this part, spectral analysis techniques are used to study the relationships between the motions of the roofs and basements, the downhole and the free‐field sites. It is asserted that there is building‐soil‐building interaction between the two buildings at a frequency of 2.35 Hz. Furthermore, the free‐field motions are shown to be influenced by the presence of the buildings.
    publisherAmerican Society of Civil Engineers
    titleSeismic Responses of Two Adjacent Buildings. II: Interaction
    typeJournal Paper
    journal volume119
    journal issue8
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1993)119:8(2477)
    treeJournal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 008
    contenttypeFulltext
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