Categorization of Damage Index of Concrete Gravity Dam for the Health Monitoring after Earthquake

This study is conducted on typical concrete gravity dam for vulnerability assessment using fragility curves. Incremental dynamic analysis is used for generation of fragility curves. A matrix of damage states is defined using severity of cracking occurred in concrete gravity dam and corresponding global instability conditions. New definitions of damage indices are proposed to identify the damage states and corresponding fragility curves are plotted against different severity parameters of earthquakes. The fragility function is also developed on the basis of crest displacement which may be an effective and viable health monitoring tool specific for the concrete gravity dam.

[1]  Silvia Dimova,et al.  Simplified seismic fragility analysis of structures with two types of friction devices , 2000 .

[2]  H. Westergaard Water Pressures on Dams During Earthquakes , 1933 .

[3]  G. Deodatis,et al.  Evaluating Earthquake Retrofitting Measures for Schools : A Demonstration Cost-Benefit Analysis , 2004 .

[4]  Alessio Lupoi,et al.  The Role of Probabilistic Methods in Evaluating the Seismic Risk of Concrete Dams , 2011 .

[5]  Dimitrios Vamvatsikos,et al.  Incremental dynamic analysis , 2002 .

[6]  Matjaž Dolšek Protection of built environment against earthquakes , 2011 .

[7]  Armando Miguel Awruch,et al.  Probabilistic finite element analysis of concrete gravity dams , 1998 .

[8]  Mohammad Alembagheri,et al.  Seismic assessment of concrete gravity dams using capacity estimation and damage indexes , 2013 .

[9]  C. Du,et al.  Seismic stability analysis of concrete gravity dams with penetrated cracks , 2012 .

[10]  Bruce R. Ellingwood,et al.  Fragility Analysis of Concrete Gravity Dams , 2001 .

[11]  A. M. Prasad,et al.  Development of fragility curves using high‐dimensional model representation , 2013 .

[12]  Fumio Yamazaki,et al.  A simplified method of constructing fragility curves for highway bridges , 2003 .

[13]  Bruce R. Ellingwood,et al.  Seismic fragility assessment of concrete gravity dams , 2003 .

[14]  Sherong Zhang,et al.  Damage evaluation of concrete gravity dams under mainshock–aftershock seismic sequences , 2013 .

[15]  Nicolas Luco,et al.  Advanced Seismic Assessment Guidelines , 2004 .

[16]  James L. Beck,et al.  Cost-Effectiveness of Stronger Woodframe Buildings , 2006 .

[17]  A. S. Elnashai,et al.  Analytical Seismic Fragility Analysis of Concrete Arch Dams , 2012 .

[18]  Dimitrios Vamvatsikos,et al.  Applied Incremental Dynamic Analysis , 2004 .

[19]  A. Melih Yanmaz,et al.  On the Reliability--Based Safety Analysis of the Porsuk Dam , 2005 .

[20]  K. Niimi,et al.  SEISMIC SAFETY OF CONCRETE GRAVITY DAMS BASED ON DYNAMIC CRACK PROPAGATION ANALYSIS DURING LARGE-SCALE EARTHQUAKES , 2008 .

[21]  Chen Qiao-sheng,et al.  A Brief Introduction of FEMA P695—Quantification of Building Seismic Performance Factors , 2013 .

[22]  H Y Kim,et al.  STATISTICAL ANALYSIS OF FRAGILITY CURVES , 2000 .

[23]  I. D. Gupta,et al.  Three-Dimensional Finite Element Analysis of Underground Caverns , 2004 .

[24]  Gary Gibson,et al.  Guidelines for Design of Dams for Earthquakes , 2013 .