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47篇 您的检索式：作者名="GE Hanbin"

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	题名	作者	年代	出处	被引量
1	Seismic design method for thin - walled steel frame structures 显示文摘	Tsutomu Usami Yi Zheng HanBin Ge	2001	Journal of structure engineering2001，，2：	1
2	Seismic Dem- and on Shear Panel Dampers Installed in Steel-Framed Bridge Pier Structures显示文摘	Ge Hanbin Chen Xi Nobuyuki Matsui	2011	Journal of Earthquake En- gineering2011，15，3：	1
3	Unit-axial stress-strain relationship of concrete confined by various shaped steel tubes 显示文摘	Susantha K A S Ge Hanbin Usami Tsutomu	2001	Engineering Structures2001，23，：	1
4	Cyclic Tests of Concrete-Filled Steel Box Columns显示文摘	Hanbin Ge Tsutomu Usami	1996	Journal of Structural Engineering1996，，10：	1
5	Uniaxial stress-strain relationship of concrete confined by various shaped steel tubes 显示文摘	Susantha K A S Ge Hanbin Tsutomu Usami	2001	Engineering Structures2001，23，10：	1
6	Cyclic tests of concrete-filled steel box column显示文摘	Ge Hanbin Tsutomu U	1996	Structural Engineering ASCE1996，122，10：	1
7	Cyclic analysis and capacity prediction of concrete-filled steel box columns显示文摘	Susantha K A S Ge Hanbin Usami Tsutomu	2002	Earthquake Engineering and Structural Dynamics2002，31，2：	1
8	Strength of concrete-filled thin-walled steel box column: Experiment 显示文摘	Ge Hanbin	1992	Journal of Structural Engineering ASCE1992，118，11：	1
9	Temperature effects of shape memory alloys(SMAs)in damage control design of steel portal frames显示文摘The objective of the present study is to analytically investigate temperature effects of an axial-type seismic damper made of shape memory alloys(SMAs)equipped in steel frames.Based on a modified multilinear one dimensional constitutive model of SMAs,two types of SMAs are employed,which have different stress plateau and different stress growth rate with temperature increase.Temperature effects of SMA dampers on seismic performance upgrading are discussed in three aspects:different environment temperatures;rapid loading rate induced heat generation and different SMA fractions.The analysis indicates that the effect of environment temperature should be considered for the SMA damper in steel frames.However,the rapid loading rate induced heat generation has little adverse effect.	Xiaoqun LUO Hanbin GE Tsutomu USAMI	2012	Frontiers of Structural and Civil Engineering2012，6，4：	1
10	Uniaxial stress-strain relationship of concrete confined by various shaped steel tubes 显示文摘	SUSANTHA K A S GE HANBIN USAMI TSAMI	2001	Engineering Structures2001，23，10：	1
11	Uniaxial stress-strain relationshi Pof concrete confined by various shaped steel tubes显示文摘	Susantha K A S Hanbin Ge Tsutomu Usami	2001	Engineering Structures2001，23，10：	1
12	Strength of Concrete Filled Thin- Walled Steel Box Columns显示文摘	Ge Hanbin Tsutomu Usami	1992	Journal of Structural Engineering1992，118，11：	1
13	Analytical study on ultimate strength and deformation of partially concrete- filled steel beam - columns of box section 显示文摘	Ge Hanbin Usami T	1995	Structural Engineering and Earthquake Engineering JSCE1995，513，31：	1
14	Cyclic tests of concrete- filled steel box column 显示文摘	Ge Hanbin Usami T	1996	Structural Engineering ASCE1996，122，11：	1
15	Uniaxial stress-strain relationship of concrete confined by various shaped steel tu-bes 显示文摘	Susantha K A S Ge Hanbin Usami Tsutomn	2001	Engineering Structures2001，23，10：	1
16	Strength of concrete-filled thin-walled steel box column: Experiment 显示文摘	Ge Hanbin	1992	Journal of Structural Engineering ASCE1992，118，11：	1
17	Eccentrically Loaded Steel Columns under Cyclic In-Plane Loading显示文摘	Shengbin Gao Tsutomu Usami Hanbin Ge	2000	Journal of Structural Engineering2000，，8：	1
18	A seismic upgrading method for steel arch bridges using buckling-restrained braces显示文摘	Usami Tsutomu Lu Zhihao Ge Hanbin	2005	Earthquake Engineering and Structural Dynamics2005，34，：	1
19	Hysteretic model of stiffened shear panel dampers显示文摘	CHEN Zhiyi GE Hanbin Tsutomu Usami	2006	ASCE Journal of Structure Engineering2006，132，3：	1
20	Strength of concrete-filled thin-walled steel box column 显示文摘	GE Hanbin USAMI T	1992	Journal of Structure Engineering1992，118，11：	1

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