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Effect of inclined reinforcement on ...

Zhou, Jian.

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Effect of inclined reinforcement on seismic response of coupling beams.

Record Type:	Electronic resources : Monograph/item
Title/Author:	Effect of inclined reinforcement on seismic response of coupling beams./
Author:	Zhou, Jian.
Description:	83 p.
Notes:	Source: Masters Abstracts International, Volume: 43-04, page: 1341.
Contained By:	Masters Abstracts International43-04.
Subject:	Engineering, Civil. -
Online resource:	http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=MQ98580
ISBN:	0612985806

Effect of inclined reinforcement on seismic response of coupling beams.
Zhou, Jian.

Effect of inclined reinforcement on seismic response of coupling beams. - 83 p.

Source: Masters Abstracts International, Volume: 43-04, page: 1341.

Thesis (M.Eng.)--McGill University (Canada), 2004.

In this research program two coupling beam specimens were constructed and tested under reversed cyclic loading. One specimen was reinforced with horizontal reinforcing bars and hoops in accordance with the design and detailing requirements for ductile beams. Another specimen was reinforced with diagonal reinforcing bars in addition to the horizontal reinforcing bars and hoops. The diagonal reinforcing bars were not locally confined by closely spaced hoops to see if there would be adequate confinement and anti-buckling resistance. Both the specimens had an identical span-to-depth ratio of 3.0. The testing results showed that the diagonally reinforced coupling beam had better performance than the conventionally reinforced coupling beam when subjected to reversed cyclic loading. It is also concluded that the use of diagonal reinforcing bars is easier to construct than the diagonal reinforcement with closely spaced hoops.

ISBN: 0612985806Subjects--Topical Terms:

783781
Engineering, Civil.

Effect of inclined reinforcement on seismic response of coupling beams.
LDR:01771nmm 2200265 4500 001 1818487
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008 130610s2004 eng d
020 $a 0612985806
035 $a (UnM)AAIMQ98580
035 $a AAIMQ98580
040 $a UnM $c UnM
100 1 $a Zhou, Jian. $3 1907815
245 1 0 $a Effect of inclined reinforcement on seismic response of coupling beams.
300 $a 83 p.
500 $a Source: Masters Abstracts International, Volume: 43-04, page: 1341.
500 $a Adviser: Denis Mitchell.
502 $a Thesis (M.Eng.)--McGill University (Canada), 2004.
520 $a In this research program two coupling beam specimens were constructed and tested under reversed cyclic loading. One specimen was reinforced with horizontal reinforcing bars and hoops in accordance with the design and detailing requirements for ductile beams. Another specimen was reinforced with diagonal reinforcing bars in addition to the horizontal reinforcing bars and hoops. The diagonal reinforcing bars were not locally confined by closely spaced hoops to see if there would be adequate confinement and anti-buckling resistance. Both the specimens had an identical span-to-depth ratio of 3.0. The testing results showed that the diagonally reinforced coupling beam had better performance than the conventionally reinforced coupling beam when subjected to reversed cyclic loading. It is also concluded that the use of diagonal reinforcing bars is easier to construct than the diagonal reinforcement with closely spaced hoops.
590 $a School code: 0781.
650 4 $a Engineering, Civil. $3 783781
690 $a 0543
710 2 0 $a McGill University (Canada). $3 1018122
773 0 $t Masters Abstracts International $g 43-04.
790 1 0 $a Mitchell, Denis, $e advisor
790 $a 0781
791 $a M.Eng.
792 $a 2004
856 4 0 $u http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=MQ98580