Investigation on Seismic Performance of Bidirectional Self-Centering Reinforced Concrete Frame Structures by Shaking Table Tests
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[1] Xxyyzz,et al. Minimum Design Loads for Buildings and Other Structures , 1990 .
[2] G. Cheok,et al. Performance of 1/3-Scale Model Precast Concrete Beam-Column Connections Subjected to Cyclic Inelastic Loads , 1990 .
[3] H. S. Lew,et al. Model Precast Concrete Beam-to-Column Connections Subject to Cyclic Loading , 1993 .
[4] William C. Stone,et al. Simplified Design Procedure for Hybrid Precast Concrete Connections , 1996 .
[5] John F. Stanton,et al. An Overview of the PRESSS Five-Story Precast Test Building , 1999 .
[6] Sri Sritharan,et al. Preliminary results and conclusions from the PRESSS five-story precast concrete test Building , 1999 .
[7] Robert E. Englekirk. Design-construction of The Paramount: a 39-story precast prestressed concrete apartment building , 2002 .
[8] M. J. Priestley,et al. Direct Displacement-Based Design of Precast/Prestressed Concrete Buildings , 2002 .
[9] Minehiro Nishiyama,et al. Seismic Performance of Precast Column-Foundation Connection Assembled by Post-Tensioning , 2003 .
[10] Brian G. Morgen,et al. A Friction Damper for Post-Tensioned Precast Concrete Moment Frames , 2004 .
[11] Sevket Ozden,et al. Behavior of Unbonded, Post-Tensioned, Precast Concrete Connections with Different Percentages of Mild Steel Reinforcement , 2007 .
[12] Mervyn J. Kowalsky,et al. Displacement-based seismic design of structures , 2007 .
[13] Gongkang Fu,et al. Shake table model testing and its application , 2008 .
[14] Alessandro Palermo,et al. Quasi‐static and pseudo‐dynamic testing of unbonded post‐tensioned rocking bridge piers with external replaceable dissipaters , 2009 .
[15] Dion James Marriott. The Development of High-Performance Post-Tensioned Rocking Systems for the Seismic Design of Structures , 2009 .
[16] Amaris Mesa,et al. Developments of Advanced Solutions for Seismic Resisting Precast Concrete Frames , 2010 .
[17] Stefano Pampanin,et al. EXPECTATION MEETS REALITY: SEISMIC PERFORMANCE OF POST- TENSIONED PRECAST CONCRETE SOUTHERN CROSS ENDOSCOPY BUILDING DURING THE 22 ND FEB 2011 CHRISTCHURCH EARTHQUAKE , 2011 .
[18] Tong Guo,et al. Experimental and numerical study of a self‐centering prestressed concrete moment resisting frame connection with bolted web friction devices , 2014 .
[19] Ye Cui,et al. Shaking table test and numerical simulation of a 1/2‐scale self‐centering reinforced concrete frame , 2015 .
[20] Stefano Pampanin,et al. Fuse-Type External Replaceable Dissipaters: Experimental Program and Numerical Modeling , 2016 .
[21] Tong Guo,et al. Fragility analysis of self-centering prestressed concrete bridge pier with external aluminum dissipators , 2017 .
[22] Xilin Lu,et al. Experimental investigation of tri-axial self-centering reinforced concrete frame structures through shaking table tests , 2017 .
[23] R. Sarpong,et al. Bio-inspired synthesis of xishacorenes A, B, and C, and a new congener from fuscol† †Electronic supplementary information (ESI) available. See DOI: 10.1039/c9sc02572c , 2019, Chemical science.
[24] W. Hager,et al. and s , 2019, Shallow Water Hydraulics.