An investigation of the effectiveness of existing bridge design methodology in providing adequate structural resistance to seismic disturbances. Phase II: Analytical investigations of the seismic response of long multiple-span highway bridges

Tseng, W.; 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 II: Analytical investigations of the seismic response of long multiple-span highway bridges

1974-01-01
By Tseng, W. ; Penzien, J.

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Creators:

Tseng, W. ; 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:dd0e9ee845577846937cb91ee1c3ffde1dfffc7d1033d33cae193fe57dedff655eff596592ed6de9dee8fdf07da9c94a05139b173b7dac41dff5c0874ed0840e
Download URL:

https://rosap.ntl.bts.gov/view/dot/30446/dot_30446_DS1.pdf
File Type:

[PDF - 18.73 MB ]

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