DAMAGES TO LATTICE TYPE STEEL REINFORCED CONCRETE BUILDINGS AND STRENGTH AND DUCTILITY OF THE COLUMNS

Though no SRC buildings had been collapsed by the previous earthquakes in Japan, 32 SRC buildings were collapsed by 1995 Hyogoken-Nanbu earthquake. Those buildings had SRC columns in which open-web type steels were encased. Authors conducted loading tests of the columns in a damaged 6-story SRC buil...

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Veröffentlicht in:Journal of Structural and Construction Engineering (Transactions of AIJ) 2002/04/30, Vol.67(554), pp.139-145
Hauptverfasser: SHOHARA, Ryoichi, KADORIKU, Jyunichi, NAKAZAWA, Haruo
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container_end_page 145
container_issue 554
container_start_page 139
container_title Journal of Structural and Construction Engineering (Transactions of AIJ)
container_volume 67
creator SHOHARA, Ryoichi
KADORIKU, Jyunichi
NAKAZAWA, Haruo
description Though no SRC buildings had been collapsed by the previous earthquakes in Japan, 32 SRC buildings were collapsed by 1995 Hyogoken-Nanbu earthquake. Those buildings had SRC columns in which open-web type steels were encased. Authors conducted loading tests of the columns in a damaged 6-story SRC building in Kobe and also conducted tests series of SRC columns to investigate the cause of the collapse and examined the strength and ductility of the SRC columns. Findings are the followings. ○!1Failure modes are critically influenced by the axial force caused by the overturning moment during earthquake. ○!2The loss of the steel section by the rivet hole does not affect the load deflection much. ○!3The ultimate strength of the SRC columns with not only full web steel but also with open web steel can well be estimated by the plastic theory using truss-arch mechanism
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subjects Axial force
Deformation capacity
Earthquake damage
Open-web type steel
Shear failure
SRC building
title DAMAGES TO LATTICE TYPE STEEL REINFORCED CONCRETE BUILDINGS AND STRENGTH AND DUCTILITY OF THE COLUMNS
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