This document bundles five individual reports prepared during the course of a wide-ranging feasibility investigation exploring analytical methods to improve seismic fragility relationships for California bridges. The primary focus was to demonstrate that improved models could be developed for use in emergency-alerting applications such as ShakeCast. Part I is the Ph.D. thesis of Karthik Ramanathan which describes an initial end-to-end iteration through the entire model development process for a representative range of bridge classes. Parts IV and V provide post-thesis revisions and supplemental discussion by the PI’s of key research findings. Part II presents parallel work by Jazalyn Dukes toward the secondary goal of piloting a bridge-desi...
Report No. CCEER-17-07Current seismic bridge design is based on columns designed to be the sacrifici...
The seismic design of bridges in California has evolved largely around 1970 to 1990 in terms of tran...
1972PDFTech ReportBridgesUnited States. Federal Highway Administration. Office of ResearchIwasaki, T...
Seismic fragility models depict the structural failure probability under earthquakes and play an ess...
The California Department of Transportation (Caltrans) seismic bridge design process for an Ordinary...
Fragility curves play a critical role in regional seismic risk assessment and are a key component of...
The ShakeCast software platform, utilized by the California Department of Transportation (Caltrans),...
A large portion of the Central and Southeastern United States is defined as a potential hazard for s...
013573192011Final ReportPDFTech ReportOTREC RR-11-08Bridge designBridgesEarthquake resistant designR...
Abstract: Conditional probabilistic statements of bridge damage due to seismic loading, known as fra...
This research study concentrates on the effects of geometric irregularities on the seismic response ...
016508582016PDFTech ReportReport No. 122-12-803;CCEER-16-04Earthquake resistant designEvaluation and...
1976PDFTech ReportUnited States. Federal Highway AdministrationKawashima, KazuhikoPenzien, Josephnul...
Report No. CCEER-06-02A quarter-scale, 67 ft (20.5 m) long asymmetric reinforced concrete bridge mod...
There are a large number of bridges throughout the United States in need of repair or replacement to...
Report No. CCEER-17-07Current seismic bridge design is based on columns designed to be the sacrifici...
The seismic design of bridges in California has evolved largely around 1970 to 1990 in terms of tran...
1972PDFTech ReportBridgesUnited States. Federal Highway Administration. Office of ResearchIwasaki, T...
Seismic fragility models depict the structural failure probability under earthquakes and play an ess...
The California Department of Transportation (Caltrans) seismic bridge design process for an Ordinary...
Fragility curves play a critical role in regional seismic risk assessment and are a key component of...
The ShakeCast software platform, utilized by the California Department of Transportation (Caltrans),...
A large portion of the Central and Southeastern United States is defined as a potential hazard for s...
013573192011Final ReportPDFTech ReportOTREC RR-11-08Bridge designBridgesEarthquake resistant designR...
Abstract: Conditional probabilistic statements of bridge damage due to seismic loading, known as fra...
This research study concentrates on the effects of geometric irregularities on the seismic response ...
016508582016PDFTech ReportReport No. 122-12-803;CCEER-16-04Earthquake resistant designEvaluation and...
1976PDFTech ReportUnited States. Federal Highway AdministrationKawashima, KazuhikoPenzien, Josephnul...
Report No. CCEER-06-02A quarter-scale, 67 ft (20.5 m) long asymmetric reinforced concrete bridge mod...
There are a large number of bridges throughout the United States in need of repair or replacement to...
Report No. CCEER-17-07Current seismic bridge design is based on columns designed to be the sacrifici...
The seismic design of bridges in California has evolved largely around 1970 to 1990 in terms of tran...
1972PDFTech ReportBridgesUnited States. Federal Highway Administration. Office of ResearchIwasaki, T...