An investigation of the effectiveness of existing bridge design methodology in providing adequate structural resistance to seismic disturbances. Phase III : analytical investigations of seismic response of short; single; or multiple-span highway bridges

Chen, M.; Penzien; J.

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An investigation of the effectiveness of existing bridge design methodology in providing adequate structural resistance to seismic disturbances. Phase III : analytical investigations of seismic response of short; single; or multiple-span highway bridges

1974-01-01
By Chen, M. ; Penzien ; J.

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Creators:

Chen, M. ; Penzien ; J.
Corporate Creators:

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

Tech Report
Corporate Publisher:

United States. Federal Highway Administration. Office of Research and Development
Format:

PDF
Collection(s):

Federal Highway Administration US Transportation Collection
Main Document Checksum:

urn:sha-512:fcdf7e4b30fc0602a5e90eb52b361f47c6991a9aaf509c7d5fa3c18d83c52478a8b9edbe51d420ceb0d093c5e3029fedd654046bff5766a7b261cb44ee58020d
Download URL:

https://rosap.ntl.bts.gov/view/dot/30442/dot_30442_DS1.pdf
File Type:

[PDF - 8.44 MB ]

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