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8篇 您的检索式：作者名="Hitoshi Kuwamura"

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		题名	作者	年代	出处	被引量
	1	Application of wavelets to analysis and simulation of earthquake motions 显示文摘	Jun Iyama Hitoshi Kuwamura	1999	Earthquake Engineering and Structural Dynamics1999，28，：	1
	2	Application of wavelets to analysis and simulation of earthquake motions显示文摘	Jun Iyama Hitoshi Kuwamura	1999	Earthquake Engineering and Structural Dynamics1999，28，：	1
	3	Investigation on Uhimate Strength of Thin-Walled Steel Single Shear Bolted Connections with Two Bolts Using Finite Element Analysis 显示文摘	Tae Soo Kim Hitoshi Kuwamura Seung Hun Kim	2009	Thin-Walled Structures2009，47，11：	1
	4	Effects of Material Toughness and Plate Thickness on Brittle Fracture of Steel Members 显示文摘	Hitoshi Kuwamura Jun Iyama Koji Matsui	2003	Journal of Structural Engineering2003，，11：	1
	5	Finite element modeling of bolted connections in thin-walled stainless steel plates under static shear显示文摘	Tae Soo Kim Hitoshi Kuwamura	2007	Thin-Walled Structures 45(2007)407-4212007，45，：	1
	6	Application of wavelets to analysis and simulation of earthquake motions 显示文摘	Jun Iyama Hitoshi Kuwamura	1999	Earthquake Engineering and Structural Dynamics1999，28，：	1
	7	Application of Wavelets to Analysis and Simulation of Earthquake Motions 显示文摘	JUN Iyama HITOSHI Kuwamura	1999	Earthquake Engng Struct Dyn1999，28，2：	1
	8	Prediction of cyclic large plasticity for prestrained structural steel using only tensile coupon tests显示文摘Cold-formed steel members,which experience complicated prestrain histories,are frequently applied in structural engineering.This paper aims to predict cyclic plasticity of structural steels with tensile and compressive prestrain.Monotonic and cyclic tests on hourglass specimens with tensile and compressive prestrain are conducted,and compared with numerical simulations using the Chaboche model.Two approaches are taken in the simulation.The first requires only the monotonic tensile test data from the prestrained steels,and the second requires both the monotonic tensile test data from the virgin steel and the prestrain histories.The first approach slightly overestimates the compressive stress for specimens with tensile prestrain,while the second approach is able to accurately predict the cyclic plasticity in specimens with tensile and compressive prestrain.	Liang-Jiu JIA Tsuyoshi KOYAMA Hitoshi KUWAMURA	2013	Frontiers of Structural and Civil Engineering2013，7，4：	0

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