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28篇 您的检索式:作者名="Guo Lanhui"
    题名 作者 年代 出处 被引量
1Axial load behavior and strength of tubed steel reinforced-concrete (SRC) stub columns 显示文摘Qi Hongtuo Guo Lanhui Liu Jiepeng 2011Thin-Walled Structures2011,,49:1
2Behavior of square hollow steel tubes and steel tubes filled with concrete显示文摘Lanhui Guo Sumei Zhang Wha-Jung Kim 2007Thin-Walled Structures2007,45,12:1
3Behavior of Steel Tube and Confined High Strength Concrete for Concrete-Filled RHS Tubes显示文摘Sumei Zhang Lanhui Guo Zaili Ye Yuyin Wang 2009Advances in Structural Engineering2009,,2:1
4Behavior of steel tube and confined concrete high strength concrete for concrete-filled RHS tubes 显示文摘Zhang Sumei Guo Lanhui Ye Zaili Wang Yuyin 2005Advances in Structural Engineering2005,8,5:1
5Seismic behavior and moment strength of tubed steel reinforced-concrete (SRC) beam-columns 显示文摘Dan Gan Lanhui Guo Jiepeng 2011Journal of Constructional Steel Research2011,67,:1
6Experimental Study and Numerical Analysis of Progressive Collapse Resistance of Composite Frames 显示文摘Guo Lanhui Gao Shan Fu Feng 2013Journal of Constuctional Steel Research2013,89,:1
7Behavior of steel tube and confined concrete high strength concrete for concrete-filled RHS tubes显示文摘Sumei Zhang Lanhui Guo Zaili Ye 2005Advances in Structural Engineering2005,8,5:1
8Behavior of steel tube and confined high strength concrete for concrete- filled RHS tubes显示文摘Zhang Sumei Guo Lanhui Ye Zaili 2005Advances in Structural Engineering2005,8,2:1
9Experimental research on the seismic behavior of CSPSWs connected to frame beams显示文摘The seismic performance of composite steel plate shear walls (CSPSWs) that consist of a steel plate shear wall (SPSW) with reinforced concrete (RC) panels attached to one or both sides by means of bolts or connectors is experimentally studied. The shear wall is connected to the frame beams but not to the columns. This arrangement restrains the possible out-of-plane buckling of the thin-walled steel plate, thus significantly increasing the bearing capacity and ductility of the overall wall, and prevents the premature overall or local buckling failure of the frame columns. From a practical viewpoint, these solutions can provide open space in a floor as this type of composite shear walls with a relatively small aspect ratio can be placed parallel along a bay. In this study, four CSPSWs and one SPSW were tested and the results showed that both CSPSWs and SPSW possessed good ductility. For SPSW alone, the buckling appeared and resulted in a decrease of bearing capacity and energy dissipation capacity. In addition, welding stiffeners at corners were shown to be an effective way to increase the energy dissipation capacity of CSPSWs.Guo Lanhui Ma Xinbo Li Ran Zhang Sumei 2011Earthquake Engineering and Engineering Vibration2011,10,1:1
10Behavior of high strength concrete-filled slender RHS tubes 显示文摘Zhang Sumei Guo Lanhui 2007Advances in Structural Engineering2007,10,4:1
11Cyclic behavior of SPSW and CSPSW in composite frame 显示文摘Guo Lanhui Li Ran Rong Qin 2012Thin-Walled Structures2012,51,:1
12Experimental study and numerical analysis of progressive collapse resistance of composite frames显示文摘Lanhui Guo Shan Gao Feng Fu Yuyin Wang 2013Journal of Constructional Steel Research2013,,:1
13Seismic behavior and moment strength of tubed steel reinforced-concrete (SRC) beam-columns 显示文摘GAN DAN GUO LANHUI LIU JIEPENG 2011Journal of Constructional Steel Research2011,67,10:1
14Behavior of steel tube and confined high strength concrete for concrete-filled RHS tubes 显示文摘Guo Lanhui Zhang Sumei Ye Zaili 2005Advances in Structural Engineering2005,8,2:1
15Axial Load Behavior and Strength of Tubed Steel Reinforced-Concrete (SRC) Stub Col- umns显示文摘Qi Hongtuo Guo Lanhui Liu Jiepeng 2011Thin-Walled Structures2011,49,:1
16Seismic behavior and moment strength of tubed steel reinforced-concrete (SRC) beam-columns显示文摘Dan Gan Lanhui Guo Jiepeng Liu Xuhong Zhou 2011Journal of Constructional Steel Research2011,,10:1
17Axial load behavior and strength of tubed steel reinforced-concrete (SRC) stub columns显示文摘Hongtuo Qi Lanhui Guo Jiepeng Liu Dan Gan Sumei Zhang 2011Thin-Walled Structures2011,,9:1
18Behavior of steel tube and confined concrete high strength concrete for concrete-filled RHS tubes 显示文摘Zhang Sumei Guo Lanhui Ye Zaili Wang Yuyin 2005Advances in Structural Engineering2005,8,5:1
19Behavior of Steel Tube and Confined High Strength Concrete for Concrete-Filled RHS Tubes显示文摘Sumei Zhang Lanhui Guo Zaili Ye Yuyin Wang 2009Advances in Structural Engineering2009,,2:1
20Cyclic behavior of SPSW and CSPSW in composite frame显示文摘Lanhui Guo Ran Li Qin Rong Sumei Zhang 2011Thin-Walled Structures2011,,:1
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