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Seismic responses of two adjacent buildings. II. Interaction

Journal of Structural Engineering

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DOI: 10.1061/(ASCE)0733-9445(1993)119:8(2477)

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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.

Additional Publication Details

Publication type:
Article
Publication Subtype:
Journal Article
Title:
Seismic responses of two adjacent buildings. II. Interaction
Series title:
Journal of Structural Engineering
DOI:
10.1061/(ASCE)0733-9445(1993)119:8(2477)
Volume
119
Issue:
8
Year Published:
1993
Language:
English
Publisher:
ASCE
Larger Work Type:
Article
Larger Work Subtype:
Journal Article
Larger Work Title:
Journal of Structural Engineering
First page:
2477
Last page:
2492