PDFTech Reporthttp://library.ctr.utexas.edu/digitized/texasarchive/phase2/1404-1.pdfAndres, V. A.Bonzon, W. S.Davis, R. T.Breen, J. E.Kreger, M. E.US Transportation CollectionConstruction of the U.S. 183 elevated highway in Austin, Texas, provided a unique opportunity to investigate the behavior of two types of innovative concrete piers. Tied Y shape piers were used to support mainlane spans. They were cast in situ with steel ;Also pub. as Texas Univ. at Austin. Center for Transportation Research rept. no. RR-1404-1. Sponsored by Texas Dept. of Transportation, Austin. and Federal Highway Administration, Austin, TX. Texas Div.;pg 25
PDFTech ReportFHWA/LA. 13/520LTRC Number: 05-1GTSIO Number: 30000116Bridge designBridge approachesSl...
An innovative structural system for pier columns was investigated through a series of laboratory exp...
Integral-abutment bridges eliminate the expansion joints that are generally used to accommodate brid...
1998PDFTech ReportFHW A/fX -98/1404-2Project 0-1404Curved bridgesConcrete bridgesPrecast concreteSeg...
007899071999Research Report September 1996-August 1997PDFTech ReportFHWA/TX-98/1404-3FStudy 0-1404An...
Integral abutment bridges (IAB), which are characterized by a lack of thermal expansion joints and b...
Thermal gradients became a component of bridge design after soffit cracking in prestressed concrete ...
1644713PDFTech ReportDTRT13-G-UTC55P224-14-803/TO #13Bearing capacityBridge bearingsBridge designEnv...
The main objective of this research was to study and evaluate the effects of thermal movements on in...
textThe effects of thermal loads on steel bridges are not well understood. Although thermal effects ...
WOS: 000302189900006AASHTO specifications provide vertical thermal gradients for the thermal design ...
27784070Final report.PDFTech Reporthttp://ntl.bts.gov/lib/36000/36800/36869/93-R12.pdfVTRC 93-R12VTR...
The topic of integral abutment bridges has been of interest for the Iowa Department of Transportatio...
PDFTech ReportCAIT-UTC-034DTRT12-G-UTC16Box girder bridgesStrain gagesThermocouplesTemperature measu...
In this work, a common refined design method is evaluated with respect to a recently constructed bri...
PDFTech ReportFHWA/LA. 13/520LTRC Number: 05-1GTSIO Number: 30000116Bridge designBridge approachesSl...
An innovative structural system for pier columns was investigated through a series of laboratory exp...
Integral-abutment bridges eliminate the expansion joints that are generally used to accommodate brid...
1998PDFTech ReportFHW A/fX -98/1404-2Project 0-1404Curved bridgesConcrete bridgesPrecast concreteSeg...
007899071999Research Report September 1996-August 1997PDFTech ReportFHWA/TX-98/1404-3FStudy 0-1404An...
Integral abutment bridges (IAB), which are characterized by a lack of thermal expansion joints and b...
Thermal gradients became a component of bridge design after soffit cracking in prestressed concrete ...
1644713PDFTech ReportDTRT13-G-UTC55P224-14-803/TO #13Bearing capacityBridge bearingsBridge designEnv...
The main objective of this research was to study and evaluate the effects of thermal movements on in...
textThe effects of thermal loads on steel bridges are not well understood. Although thermal effects ...
WOS: 000302189900006AASHTO specifications provide vertical thermal gradients for the thermal design ...
27784070Final report.PDFTech Reporthttp://ntl.bts.gov/lib/36000/36800/36869/93-R12.pdfVTRC 93-R12VTR...
The topic of integral abutment bridges has been of interest for the Iowa Department of Transportatio...
PDFTech ReportCAIT-UTC-034DTRT12-G-UTC16Box girder bridgesStrain gagesThermocouplesTemperature measu...
In this work, a common refined design method is evaluated with respect to a recently constructed bri...
PDFTech ReportFHWA/LA. 13/520LTRC Number: 05-1GTSIO Number: 30000116Bridge designBridge approachesSl...
An innovative structural system for pier columns was investigated through a series of laboratory exp...
Integral-abutment bridges eliminate the expansion joints that are generally used to accommodate brid...