Chapter
Apr 26, 2012
Experimental Study on Seismic Performance of Prestressed Concrete Beams under Low Reversed Cyclic Loading
Authors: Jian Su [email protected] and Zong-guang SunAuthor Affiliations
Publication: ICCTP 2010: Integrated Transportation Systems: Green, Intelligent, Reliable
Abstract
Tests are conducted on four pairs of bonded and unbonded prestressed concrete beams under low reversed cyclic loading to investigate the seismic performance, such as ductility, energy dissipation capacity, displacement restoring capacity, failure patterns, etc. Studies have shown that: bonded prestressed concrete beams have a better carrying capacity and energy dissipation capacity, however unbonded prestressed concrete beams have more superior crack resistance and displacement restoring capacity. This paper would provide a reference for different projects on the usage of different types of prestressed beams.
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Published In
ICCTP 2010: Integrated Transportation Systems: Green, Intelligent, Reliable
Pages: 3187 - 3193
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© 2010 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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Affiliations
Institute of Road and Bridge Engineering, Dalian Maritime University, 116026, Dalian.E-mail: [email protected]
Zong-guang Sun
Institute of Road and Bridge Engineering, Dalian Maritime University, 116026, Dalian
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.