Recommendations for Seismic Design of Hybrid Coupled Wall Systems

Prepared by the Technical Committee on Composite Construction of the Structural Engineering Institute of ASCE.

[1]  Sherif El-Tawil,et al.  Pushover of Hybrid Coupled Walls. II: Analysis and Behavior , 2002 .

[2]  Ming Wei Liu,et al.  An upper-bound pushover analysis procedure for estimating the seismic demands of high-rise buildings , 2004 .

[3]  Kent A. Harries,et al.  Ductility and Deformability of Coupling Beams in Reinforced Concrete Coupled Walls , 2001 .

[4]  Bahram M. Shahrooz,et al.  CONCRETE-STEEL COMPOSITE COUPLING BEAMS. II: SUBASSEMBLY TESTING AND DESIGN VERIFICATION , 2001 .

[5]  Yahya C. Kurama,et al.  Hybrid Post-Tensioned Precast Concrete Walls for Use in Seismic Regions , 2002 .

[6]  Letitia Chitty LXXVIII. On the cantilever composed of a number of parallel beams interconnected by cross bars , 1947 .

[7]  Michael Inwood,et al.  Review of the New Zealand Standard for Concrete Structures (NZS 3101) for High Strength and Lightweight Concrete Exposed to Fire , 1999 .

[8]  Kent A. Harries,et al.  SEISMIC RESPONSE OF STEEL BEAMS COUPLING CONCRETE WALLS , 1993 .

[9]  Bahram M. Shahrooz,et al.  Design Compression Forces for Coupled Wall Structures , 2008 .

[10]  Yahya C. Kurama,et al.  Posttensioned Hybrid Coupled Walls under Lateral Loads , 2004 .

[11]  Vitelmo V. Bertero,et al.  Conceptual Seismic Design of Frame-Wall Structures , 1984 .

[12]  Bahram M. Shahrooz,et al.  A Performance-Based Design Approach for Coupled Core Wall Systems with Diagonally Reinforced Concrete Coupling Beams , 2008 .

[13]  N K Subedi REINFORCED CONCRETE BEAMS WITH PLATE REINFORCEMENT FOR SHEAR. PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS , 1989 .

[14]  Rui Pinho,et al.  DEVELOPMENT AND VERIFICATION OF A DISPLACEMENT-BASED ADAPTIVE PUSHOVER PROCEDURE , 2004 .

[15]  Bahram M. Shahrooz,et al.  Behavior and Design of Reinforced Concrete, Steel, and Steel-Concrete Coupling Beams , 2000 .

[16]  Anil K. Chopra,et al.  Evaluation of a Modified MPA Procedure Assuming Higher Modes as Elastic to Estimate Seismic Demands , 2004 .

[17]  Denis Mitchell,et al.  Precast Concrete Connections With Embedded Steel Members , 1980 .

[18]  M. J. N. Priestley,et al.  Seismic tests of precast beam-to-column joint subassemblages with unbonded tendons , 1996 .

[19]  Sherif El-Tawil,et al.  Nonlinear Analysis of Steel-Concrete Composite Structures: State of the Art , 2004 .

[20]  B. Weldon,et al.  Experimental Evaluation of Posttensioned Hybrid Coupled Wall Subassemblages , 2006 .

[21]  Sherif El-Tawil,et al.  Inelastic Dynamic Behavior of Hybrid Coupled Walls , 2004 .

[22]  Yahya C. Kurama,et al.  Seismic Design and Analytical Modeling of Posttensioned Hybrid Coupled Wall Subassemblages , 2006 .

[23]  Bahram M. Shahrooz,et al.  Seismic Design and Performance of Composite Coupled Walls , 1993 .

[24]  Marc O. Eberhard,et al.  Behavior‐Based Method to Determine Design Shear in Earthquake‐Resistant Walls , 1993 .

[25]  Kent A. Harries,et al.  Seismic design of coupled walls - a case for mixed construction , 1997 .

[26]  Bahram M. Shahrooz,et al.  Seismic performance evaluation of coupled core walls with concrete and steel coupling beams , 2007 .

[27]  Bahram M. Shahrooz,et al.  Concrete-Steel Composite Coupling Beams. I: Component Testing , 2001 .

[28]  Brian G. Morgen,et al.  A Friction Damper for Post-Tensioned Precast Concrete Moment Frames , 2004 .

[29]  Anil K. Chopra,et al.  A modal pushover analysis procedure for estimating seismic demands for buildings , 2002 .

[30]  Bahram M. Shahrooz,et al.  Steel-concrete composite coupling beams — behavior and design , 2001 .

[31]  Bahram M. Shahrooz,et al.  An overview of reinforced concrete core wall–steel frame hybrid structures , 2001 .

[32]  Gregory G. Deierlein,et al.  Nonlinear Analysis of Mixed Steel-Concrete Frames. I: Element Formulation , 2001 .

[33]  Jeremy Thomas Deason Seismic design of connections between steel outrigger beams and reinforced concrete walls , 2001 .

[34]  岡田 恒男,et al.  Earthquake resistance of reinforced concrete structures : a volume honoring Hiroyuki Aoyama , 1993 .

[35]  Bahram M. Shahrooz,et al.  Outrigger Beam-Wall Connections. I: Component Testing and Development of Design Model , 2004 .

[36]  Richard Sause,et al.  Seismic Response Evaluation of UnbondedPost-Tensioned Precast Walls , 2002 .

[37]  Sashi K. Kunnath,et al.  Adaptive Spectra-Based Pushover Procedure for Seismic Evaluation of Structures , 2000 .

[38]  B. Shahrooz,et al.  Large-Scale Testing of a Replaceable “Fuse” Steel Coupling Beam , 2007 .

[39]  Jerome F. Hajjar,et al.  A distributed plasticity model for cyclic analysis of concrete-filled steel tube beam-columns and composite frames , 1998 .

[40]  Sashi K. Kunnath,et al.  Adaptive Modal Combination Procedure for Nonlinear Static Analysis of Building Structures , 2006 .

[41]  Khalid M. Mosalam,et al.  Evaluation of Seismic Performance and Retrofit of Lightweight Reinforced Concrete Shearwalls , 2003 .

[42]  Kent A. Harries,et al.  Performance-based design of high-rise coupled wall systems , 2006 .

[43]  Q. Shen,et al.  Nonlinear Behavior of Posttensioned Hybrid Coupled Wall Subassemblages , 2002 .

[44]  Sherif El-Tawil,et al.  Pushover of Hybrid Coupled Walls. I: Design and Modeling , 2002 .

[45]  Kent A. Harries,et al.  Parametric Study of Coupled Wall Behavior—Implications for the Design of Coupling Beams , 2004 .

[46]  Sashi K. Kunnath,et al.  Identification of Modal Combinations for Nonlinear Static Analysis of Building Structures , 2004 .

[47]  A. R. Santhakumar,et al.  Ductile Behavior of Coupled Shear Walls , 1976 .

[48]  Kent A. Harries,et al.  Nonlinear seismic response predictions of walls coupled with steel and concrete beams , 1998 .

[49]  Kent A. Harries,et al.  ON THE APPLICABILITY OF FIXED POINT THEORY TO THE BEHAVIOR OF COUPLED CORE WALLS , 2008 .

[50]  Bahram M. Shahrooz,et al.  Outrigger Beam-Wall Connections. II: Subassembly Testing and Further Modeling Enhancements , 2004 .