An investigation of the effectiveness of existing bridge design methodology in providing adequate structural resistance to seismic disturbances : Phase V; Correlative investigations on theoretical and experimental dynamic behavior of a model bridge structure

Kawashima, Kazuhiko; Penzien, Joseph; null; University of California. Campus Research Office; United States. Federal Highway Administration

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An investigation of the effectiveness of existing bridge design methodology in providing adequate structural resistance to seismic disturbances : Phase V; Correlative investigations on theoretical and experimental dynamic behavior of a model bridge structure

1976-01-01
By Kawashima, Kazuhiko ; Penzien, Joseph ; null

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Creators:

Kawashima, Kazuhiko ; Penzien, Joseph ; null

Kawashima, Kazuhiko ; Penzien, Joseph ; null Less -
Corporate Creators:

University of California. Campus Research Office ; United States. Federal Highway Administration

University of California. Campus Research Office ; United States. Federal Highway Administration Less -
Resource Type:

Tech Report
Corporate Publisher:

United States. Federal Highway Administration
Format:

PDF
Collection(s):

Federal Highway Administration US Transportation Collection
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urn:sha256:f043eb0feb4f15e26b690728518cf1180f993ed69e47215711942b280a605da5
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https://rosap.ntl.bts.gov/view/dot/30445/dot_30445_DS1.pdf
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An investigation of the effectiveness of existing bridge design methodology in providing adequate structural resistance to seismic disturbances : Phase V; Correlative investigations on theoretical and experimental dynamic behavior of a model bridge structure

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