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Abstract：
Systematical experiments up to 7 prestressed composite beams under positive or negative moment action are carried out in order to investigate of the seismic behaviors of prestressed steel-concrete beams under low-cycle loading. The behaviors such as the ultimate flexural strength, destroy model, ductility are discussed and analyzed with the different parameters of prestressing load, tendon configuration, support construction type etc. It can be valuable for seismic research and design of prestressed steel-concrete beam.
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Journal of Harbin Institute of Technology
ISSN： 0367-6234
CN： 23-1235/T
Year： 2012
Issue： SUPPL.1
Volume： 44
Page： 120-126
Cited Count：
WoS CC Cited Count： 0
SCOPUS Cited Count：
ESI Highly Cited Papers on the List： 0 Unfold All
WanFang Cited Count：
Chinese Cited Count：
30 Days PV： 2
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