Add to ORKG202 p.Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 2007.It was also determined that the requirement for longitudinal tension reinforcement near the support included in the 4th edition of the AASHTO LRFD Bridge Design Specifications may underestimate the demand on longitudinal tension reinforcement. Alternatively an equilibrium based approach is presented for determining demand on longitudinal tension reinforcement near the support.U of I OnlyRestricted to the U of I community idenfinitely during batch ingest of legacy ETD
The shear capacity of existing concrete structures is often unable to meet current standards require...
During the 60s and 70s many highway viaducts were built in Italy using simply supported prestressed ...
Final report; Oct. 2005-Dec. 2008.PDFTech ReportFHWA-OK-08-08ODOT Item Number 2186Prestressed concre...
202 p.Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 2007.It was also determined that t...
Code based shear design provisions principally use a sectional force design procedure in which it i...
Code based shear design provisions principally use a sectional force design procedure in which it i...
79215The design of prestressed concrete bridge girders has changed significantly over the past sever...
The shear provisions of the American Association of State Highway and Transportation Officials bridg...
Final report; July 2007July 2009.PDFTech ReportUT-10.0979215Prestressed concreteGirdersShear strengt...
A simplified shear design method is proposed for reinforced and prestressed concrete beams, based on...
A simplified shear design method is proposed for reinforced and prestressed concrete beams, based on...
A simplified shear design method is proposed for reinforced and prestressed concrete beams, based on...
Shear capacity of real-world prestressed concrete girders designed in the 1960’s and 1970’s is a con...
79215The design of prestressed concrete bridge girders has changed significantly over the past sever...
Although Mn/DOT inspection reports indicate that prestressed concrete bridge girders in service do n...
The shear capacity of existing concrete structures is often unable to meet current standards require...
During the 60s and 70s many highway viaducts were built in Italy using simply supported prestressed ...
Final report; Oct. 2005-Dec. 2008.PDFTech ReportFHWA-OK-08-08ODOT Item Number 2186Prestressed concre...
202 p.Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 2007.It was also determined that t...
Code based shear design provisions principally use a sectional force design procedure in which it i...
Code based shear design provisions principally use a sectional force design procedure in which it i...
79215The design of prestressed concrete bridge girders has changed significantly over the past sever...
The shear provisions of the American Association of State Highway and Transportation Officials bridg...
Final report; July 2007July 2009.PDFTech ReportUT-10.0979215Prestressed concreteGirdersShear strengt...
A simplified shear design method is proposed for reinforced and prestressed concrete beams, based on...
A simplified shear design method is proposed for reinforced and prestressed concrete beams, based on...
A simplified shear design method is proposed for reinforced and prestressed concrete beams, based on...
Shear capacity of real-world prestressed concrete girders designed in the 1960’s and 1970’s is a con...
79215The design of prestressed concrete bridge girders has changed significantly over the past sever...
Although Mn/DOT inspection reports indicate that prestressed concrete bridge girders in service do n...
The shear capacity of existing concrete structures is often unable to meet current standards require...
During the 60s and 70s many highway viaducts were built in Italy using simply supported prestressed ...
Final report; Oct. 2005-Dec. 2008.PDFTech ReportFHWA-OK-08-08ODOT Item Number 2186Prestressed concre...