Cyclic Load Tests on Self-Centering Concrete Pier with External Dissipators and Enhanced Durability
暂无分享,去创建一个
Tong Guo | Zhiliang Cao | Zhenkuan Xu | Shuo Lu | T. Guo | Zhiliang Cao | Zhenkuan Xu | Shuo Lu
[1] Mohamed A. ElGawady,et al. Seismic Behavior of Posttensioned Concrete-Filled Fiber Tubes , 2010 .
[2] Mohamed A. ElGawady,et al. Analysis of segmental piers consisted of concrete filled FRP tubes , 2012 .
[3] Mohamed A. ElGawady,et al. Behavior of Segmental Precast Posttensioned Bridge Piers under Lateral Loads , 2012 .
[4] Brian G. Morgen,et al. A Friction Damper for Post-Tensioned Precast Concrete Moment Frames , 2004 .
[5] Gregory A. MacRae,et al. Residual Displacement Response Spectrum , 1998 .
[6] Mohamed A. ElGawady,et al. Performance-based seismic design of unbonded precast post-tensioned concrete filled GFRP tube piers , 2013 .
[7] Wael Zatar,et al. RESIDUAL DISPLACEMENTS OF CONCRETE BRIDGE PIERS SUBJECTED TO NEAR FIELD EARTHQUAKES , 2002 .
[8] Joshua T Hewes. Seismic tests on precast segmental concrete columns with unbonded tendons , 2007 .
[9] Alessandro Palermo,et al. Quasi‐static and pseudo‐dynamic testing of unbonded post‐tensioned rocking bridge piers with external replaceable dissipaters , 2009 .
[10] Sarah L. Billington,et al. Unbonded Posttensioned Concrete Bridge Piers. II: Seismic Analyses , 2003 .
[11] Alessandro Palermo,et al. Design, Modeling, and Experimental Response of Seismic Resistant Bridge Piers with Posttensioned Dissipating Connections , 2007 .
[12] Federico M. Mazzolani,et al. Numerical and experimental analysis of pure aluminium shear panels with welded stiffeners , 2008 .
[13] Alessandro Palermo,et al. Use of “Controlled rocking” in the Seismic Design of Bridges , 2004 .
[14] Alessandro Palermo,et al. Biaxial testing of unbonded post‐tensioned rocking bridge piers with external replacable dissipaters , 2011 .
[15] Hanbin Ge,et al. DUCTILITY OF CONCRETE-FILLED STEEL BOX COLUMNS UNDER CYCLIC LOADING , 1994 .
[16] Sarah L. Billington,et al. Cyclic Response of Unbonded Posttensioned Precast Columns with Ductile Fiber-Reinforced Concrete , 2004 .
[17] Chung-Che Chou,et al. Two-plastic-hinge and two dimensional finite element models for post-tensioned precast concrete segmental bridge columns , 2013 .
[18] Sami H. Rizkalla,et al. Flexural Behavior of Concrete-Filled Fiber-Reinforced Polymer Circular Tubes , 2002 .
[19] Hanbin Ge,et al. Cyclic analysis and capacity prediction of concrete‐filled steel box columns , 2002 .
[20] A. Mirmiran,et al. Effect of Column Parameters on FRP-Confined Concrete , 1998 .
[21] Chung-Che Chou,et al. Cyclic tests of post‐tensioned precast CFT segmental bridge columns with unbonded strands , 2006 .
[22] Atorod Azizinamini,et al. Behavior and strength of circular concrete-filled tube columns , 2002 .
[23] Zhenyu Zhu,et al. Seismic Performance of Concrete-Filled FRP Tube Columns for Bridge Substructure , 2006 .
[24] Post-Tensioned Structural Concrete Bridge Piers with Self- Centering Characteristics , 2007 .
[25] Sarah L. Billington,et al. Unbonded Posttensioned Concrete Bridge Piers. I: Monotonic and Cyclic Analyses , 2003 .