Experimental validation of optimized ultra-high-performance concrete shear key shape for precast pre-stressed adjacent box girder bridges
Author:
Publisher
Elsevier BV
Subject
General Materials Science,Building and Construction,Civil and Structural Engineering
Reference30 articles.
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3. Transverse diaphragms and unbonded CFRP posttensioning in box-beam bridges;Grace;PCI J.,2010
4. Transverse posttensioning design of adjacent precast solid multibeam bridges;Fu;J. Perf. Const. Facil.,2011
5. Adjacent Precast Concrete Box Beam Bridges: Connection Details;Russell,2009
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