NTL Record

Title 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
Record ID 57836
Personal Name
Creator
Tseng, W.; Penzien, J.
Corporate Creator University of California. Campus Research Office; United States. Federal Highway Administration
Publisher United States. Federal Highway Administration. Office of Research and Development
Publication Date 19740000
Abstract
Rosap ID dot:30446
Rosap URL https://rosap.ntl.bts.gov/view/dot/30446
Geographical
Coverage
United States
Resource type Tech Report
URL https://ntlrepository.blob.core.windows.net/lib/57000/57800/57836/investigationofe00tsen.pdf
Format PDF
Database NTL Digital Repository