Performance based seismic assessment of bridges designed according to Canadian Highway Bridge Design Code

Recent research efforts have focused on the development of performance based seismic design methodologies for structures. However, the seismic design rules prescribed in the current Canadian Highway Bridge Design Code (CHBDC) is based largely on force based design principles. Although a set of performance requirements (performance objectives) for different return period earthquake events have been specified, there is no explicit requirement in the CHBDC to check the attainment of such performance objectives for the designed bridges. Also, no engineering parameters have been assigned to the specified performance objectives. This paper correlates seismic performance objectives (both qualitative and quantitative) with engineering parameters, based on the data collected from published experimental investigations and field investigation reports of recent earthquakes. A simple method has been developed and validated with experimental results for assessing the performance of bridges designed according to CHBDC. ...

[1]  Shigeki Unjoh,et al.  The Damage of Highway Bridges in the 1995 Hyogo-Ken Nanbu Earthquake and its Impact on Japanese Seismic Design , 1997 .

[2]  Mervyn J. Kowalsky,et al.  DEFORMATION LIMIT STATES FOR CIRCULAR REINFORCED CONCRETE BRIDGE COLUMNS , 2000 .

[3]  John B. Mander,et al.  SEISMIC DESIGN OF BRIDGE PIERS , 1984 .

[4]  Mervyn J. Kowalsky,et al.  Displacement-based design of RC bridge columns in seismic regions , 1995 .

[5]  Jamshid Mohammadi,et al.  Performance-Based Design Approach in Seismic Analysis of Bridges , 2001 .

[6]  Mervyn J. Kowalsky,et al.  Displacement-based seismic design of structures , 2007 .

[7]  Julio Appleton,et al.  Nonlinear cyclic stress-strain relationship of reinforcing bars including buckling , 1997 .

[8]  Anne S. Kiremidjian,et al.  Statistical Analysis of Bridge Damage Data from the 1994 Northridge, CA, Earthquake , 1999 .

[9]  Pedro F. Silva,et al.  Development of a Performance Evaluation Database for Concrete Bridge Components and Systems under Simulated Seismic Loads , 2000 .

[10]  M. Sheikh,et al.  Axial compressive behaviour of concrete confined with polymer grid , 2016 .

[11]  Chung C. Fu,et al.  Seismic Effect on Highway Bridges in Chi Chi Earthquake , 2004 .

[12]  Jack P. Moehle,et al.  Experimental Evaluation of the Seismic Performance of Reinforced Concrete Bridge Columns , 2004 .

[13]  Hing-Ho Tsang Should we design buildings for lower-probability earthquake motion? , 2011 .

[14]  Mehdi Saiidi,et al.  Managing seismic performance of highway bridges – evolution in experimental research , 2011 .

[15]  Mete A. Sozen,et al.  SUBSTITUTE-STRUCTURE METHOD FOR SEISMIC DESIGN IN R/C , 1976 .

[16]  Pradeep Bhargava,et al.  Comparative study of confinement models for high-strength concrete columns , 2005 .

[17]  Kevin R. Mackie,et al.  Performance‐based seismic bridge design for damage and loss limit states , 2007 .

[18]  Joe Wong,et al.  Analysis method for the design of reinforced concrete bridge barrier and cantilever deck under railing loads as specified in CAN/CSA-S6-00 (Canadian highway bridge design code) , 2005 .

[19]  Nelson Lam,et al.  Yield curvature for seismic design of circular reinforced concrete columns , 2010 .

[20]  Frederic Legeron,et al.  Uniaxial Confinement Model for Normal- and High-Strength Concrete Columns , 2003 .

[21]  Bryan E. Little,et al.  American Association of State Highway and Transportation Officials. Highway Drainage Guidelines American Association of State Highway and Transportation Officials. LRFD Bridge Design Specifications , 2000 .

[22]  Adrian M. Chandler,et al.  Response Spectrum Predictions for Potential Near-Field and Far-Field Earthquakes Affecting Hong Kong , 2002 .