Update to ASCE/SEI 41 Concrete Provisions

A proposed supplement to ASCE/SEI 41 Seismic Rehabilitation of Existing Buildings has been developed for the purpose of updating provisions related to existing reinforced concrete buildings. Based on experimental evidence and empirical models, the proposed supplement includes revisions to modeling parameters and acceptance criteria for reinforced concrete beams, columns, structural walls, beam-column joints, and slab-column frames. The revisions are expected to result in substantially more accurate and, in most cases, more liberal assessments of the structural capacity of concrete components in seismic retrofit projects.

[1]  Oguzhan Bayrak,et al.  High-strength concrete columns under simulated earthquake loading , 1997 .

[2]  R. Leon.  Shear Strength and Hysteretic Behavior of Interior Beam-Column Joints , 1990 .

[3]  Jack P. Moehle,et al.  Axial Capacity Model for Shear-Damaged Columns , 2005 .

[4]  F. Allen,et al.  Lateral Load Equivalent Frame , 1977 .

[5]  Jack P. Moehle,et al.  Models for Laterally Loaded Slab-Column Frames , 2000 .

[6]  Jae-Yeol Cho,et al.  Inelastic Analysis of Reinforced Concrete Columns with Short Lap Splices Subjected to Reversed Cyclic Loads , 2006 .

[7]  John W. Wallace,et al.  Modelling issues for tall reinforced concrete core wall buildings , 2007 .

[8]  Takashi Tomiita.  Building Research Institute, Ministry of Construction , 1990 .

[9]  M. Daniel Vanderbilt,et al.  Frame Analysis of Concrete Buildings , 1983 .

[10]  B. Taranath.  Seismic Rehabilitation of Existing Buildings , 2004 .

[11]  M. Eberhard,et al.  Effective Stiffness of Reinforced Concrete Columns , 2009 .

[12]  Joel P. Conte,et al.  Equivalent Frame Analysis of Flat Plate Buildings for Seismic Loading , 1994 .

[13]  N. Null.  Seismic Rehabilitation of Existing Buildings , 2007 .

[14]  M. Yoshimura,et al.  AXIAL COLLAPSE OF REINFORCED CONCRETE COLUMNS , 2002 .

[15]  Laura N. Lowes,et al.  Evaluation, calibration, and verification of a reinforced concrete beam-column joint model , 2007 .

[16]  John W. Wallace,et al.  DYNAMIC TESTS AND MODELING OF RC AND PT SLAB-COLUMN CONNECTIONS , 2006 .

[17]  Hassane OUSALEM,et al.  EVALUATION OF ULTIMATE DEFORMATION CAPACITY AT AXIAL LOAD COLLAPSE OF REINFORCED CONCRETE COLUMNS , 2002 .

[18]  Jacob S. Grossman,et al.  Verification of Proposed Design Methodologies for Effective Width of Slabs in SlabColumn Frames , 1997 .

[19]  Yoichi Higashi,et al.  EXPERIMENTAL STUDIES ON REINFORCED CONCRETE BEAM-COLUMN CONNECTION SUBJECTED TO LATERAL LOAD : Part 1 Test and Failing Behaviors , 1969 .

[20]  Sozen,et al.  Stiffness of reinforced concrete walls resisting in-plane shear. Final report , 1993 .

[21]  Henry G. Russell,et al.  Strength of Low-Rise Structural Walls , 1980 .

[22]  Richard N. White,et al.  Seismic Behavior of Reinforced Concrete Frame Structures with Nonductile Details Part I: Summary of Exp Findings of Full-Scale Beam-Column Joint Tests , 1992 .

[23]  Jack P. Moehle,et al.  Seismic Evaluation of Existing Reinforced Concrete Building Columns , 1996 .

[24]  Douglas D. Lee,et al.  Recommendations for Design of Beam-Column Connections in Monolithic Reinforced Concrete Structures ACI 352 R-02 , 2002 .

[25]  C. Ledezma,et al.  Seismic Behavior of Squat Reinforced Concrete Shear Walls , 2002 .

[26]  J. Moehle,et al.  Seismic Tests of Concrete Columns with Light Transverse Reinforcement , 2006 .

[27]  Jack P. Moehle,et al.  Bond Strength of Prefabricated Epoxy-Coated Reinforcement , 2006 .

[28]  John W. Wallace,et al.  Dynamic Responses of Flat Plate Systems with Shear Reinforcement , 2005 .

[29]  J. Moehle,et al.  SHEAR STRENGTH MODEL FOR LIGHTLY REINFORCED CONCRETE COLUMNS , 2004 .

[30]  William John Goodsir.  The design of coupled frame-wall structures for seismic actions , 1985 .

[31]  John W. Wallace,et al.  Cyclic Behavior of Columns with Short Lap Splices , 2004 .

[32]  J M Hanson,et al.  SHEAR STRENGTH OF LOW-RISE WALLS WITH BOUNDARY ELEMENTS , 1976 .

[33]  James L Noland,et al.  Computer-Aided Structural Engineering (CASE) Project: Decision Logic Table Formulation of ACI (American Concrete Institute) 318-77 Building Code Requirements for Reinforced Concrete for Automated Constraint Processing. Volume 1. , 1986 .

[34]  David A. Pecknold.  Slab Effective Width for Eqivalent Frame Analysis , 1975 .