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

Advanced Search

Select up to three search categories and corresponding keywords using the fields to the right. Refer to the Help section for more detailed instructions.

Search our Collections & Repository

Advanced Search
Custom Query

All these words:

For very narrow results

This exact word or phrase:

When looking for a specific result

Any of these words:

Best used for discovery & interchangable words

None of these words:

Recommended to be used in conjunction with other fields

Language:

Dates

Publication Date Range:

to

Document Data

Title:

Document Type:

Library

Collection:

Series:

People

Author:

Clear All

Query Builder

Query box

Clear All

For additional assistance using the Custom Query please check out our Help Page

i

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.

[PDF-18.73 MB]

Select the Download button to view the document

This document is over 5mb in size and cannot be previewed

Details You May Also Like

Details:

Creators:

Tseng, W. ; Penzien, J.

Tseng, W. ; Penzien, J. 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. Office of Research and Development
Format:

PDF
Collection(s):

Federal Highway Administration US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:bcadccf441766a99f9ff8193ff38be1663393c0e2551d5daef4791981b278c65
Download URL:

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

No Additional Files

More +

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

Details:

Supporting Files

You May Also Like