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A platform for research: civil engineering, architecture and urbanism
Experimental Study on Seismic Performance of Prestressed Concrete Beams under Low Reversed Cyclic Loading
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.
Experimental Study on Seismic Performance of Prestressed Concrete Beams under Low Reversed Cyclic Loading
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.
Experimental Study on Seismic Performance of Prestressed Concrete Beams under Low Reversed Cyclic Loading
Su, Jian (author) / Sun, Zong-guang (author)
Tenth International Conference of Chinese Transportation Professionals (ICCTP) ; 2010 ; Beijing, China
ICCTP 2010 ; 3187-3193
2010-07-22
Conference paper
Electronic Resource
English
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