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

i

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
Corporate Creators:

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

Tech Report
Corporate Publisher:

United States. Federal Highway Administration
Format:

PDF
Collection(s):

Federal Highway Administration US Transportation Collection
Main Document Checksum:

urn:sha-512:7910442b509d452e1305cb6349d6f550eca37aac7336ae7142cafacf35d1dd707c8b52ac5df89313961a903a87897ce9d0ab0f30bc5157a0feb285f68fc8489a
Download URL:

https://rosap.ntl.bts.gov/view/dot/30445/dot_30445_DS1.pdf
File Type:

[PDF - 10.85 MB ]

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