2 edition of Behavior of concrete specimens reinforced with composite materials found in the catalog.
February 2000.Includes bibliographical references (p. 141-144).Final report.Performed by the Dept. of Civil, Construction and Environmental Engineering, Oregon State University for Oregon Dept. of Transportation Research Group and the Federal Highway Administration under contract no. SPR 387.
|Statement||Oregon Dept. of Transportation, Research Group|
|Publishers||Oregon Dept. of Transportation, Research Group|
|The Physical Object|
|Pagination||xvi, 92 p. :|
|Number of Pages||84|
nodata File Size: 10MB.
Turkish Standards Institution, Ankara, 2010 in Turkish• This study assesses the seismic performance of steel-reinforced concrete SRC composite columns connected to reinforced concrete RC beam joints, and their ability to dissipate seismic energy through inelastic deformations.
: Influence of the degree of damage and confinement materials on the seismic behavior of RC beam-SRC column composite joints. : Seismic performance of the concrete-encased CFST column to RC beam joint: Experiment. 61 7863—881 2005. The specimens were tested under displacement-controlled lateral cyclic loading that incorporated constant axial loading to create cyclic tension and compression facets across the joint areas.
Received : 23 November 2016• 82 3343—349 1985• : Building Code Requirements for Structural Concrete. : Performance of concrete-encased CFST stub columns under axial compression. : Analysis and Design of Steel and Composite Structures. : Behavior of concrete-encased CFST columns under combined compression and bending.
Received : 22 October 2020•
: Wide beam-column connections under earthquake-type loading.
Issue Date : July 2018• 16KJB560009 , Open Fund of Key Laboratory of Geotechnical and Underground Engineering of the Ministry of Education Tongji University , Open Fund of Guangxi Key Laboratory of Geomechanics and Geotechnical Engineering 16-KF-05 , a Project Funded by the Priority Academic Program Development of Jiangsu Higher Education Institutions.
Guangxi Key Laboratory of Geomechanics and Geotechnical Engineering, Guilin University of Technology, Guilin, 541004, China Yongxing Zhang Cite this article Zhang, Y.