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Seismic Response Analysis of a 13-Story Steel Moment-Framed Building in Alhambra, California
The seismic performance of steel moment-framed buildings has been of particular interest since brittle fractures were discovered at the beam-column connections of some frames following the M6.7 1994 Northridge earthquake. This report presents an investigation of the seismic behavior of an instrumented 13-story steel moment frame building located in the greater Los Angeles area of California. An extensive strong motion dataset, ambient vibration data, engineering drawings and earthquake damage reports are available for this building. The data are described and subsequently analyzed.
Seismic Response Analysis of a 13-Story Steel Moment-Framed Building in Alhambra, California
The seismic performance of steel moment-framed buildings has been of particular interest since brittle fractures were discovered at the beam-column connections of some frames following the M6.7 1994 Northridge earthquake. This report presents an investigation of the seismic behavior of an instrumented 13-story steel moment frame building located in the greater Los Angeles area of California. An extensive strong motion dataset, ambient vibration data, engineering drawings and earthquake damage reports are available for this building. The data are described and subsequently analyzed.
Seismic Response Analysis of a 13-Story Steel Moment-Framed Building in Alhambra, California
J. E. Rodgers (author) / A. K. Sanli (author) / M. Celebi (author)
2004
148 pages
Report
No indication
English
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