A measure of the capacity of earthquake ground motions to damage structures

Even though a number of parameters have been proposed in the literature for measuring the capacity of earthquake ground motions to damage structures, most of them are not consistent with building damage observed during earthquakes. In this study, a parameter for measuring seismic damage capacity is proposed. It uses the energy dissipated by a structure in inelastic deformations and a structural overall drift, and it is evaluated for three typical ground motions recorded in severe earthquakes. By using this parameter, consistent results with building damage observed in these earthquakes are obtained, which indicate the importance of displacement control for minimizing seismic damage.

[1]  Sharon L. Wood,et al.  Performance of Reinforced Concrete Buildings during the 1985 Chile Earthquake: Implications for the Design of Structural Walls , 1991 .

[2]  Jack P. Moehle,et al.  Ductility and Detailing Requirements of Bearing Wall Buildings , 1992 .

[3]  A. Ang,et al.  Seismic Damage Analysis of Reinforced Concrete Buildings , 1985 .

[4]  G. W. Housner,et al.  Limit Design of Structures to Resist Earthquakes , 1956 .

[5]  W. J. Hall,et al.  Earthquake Energy Absorption in SDOF Structures , 1984 .

[6]  Jack P. Moehle,et al.  An Evaluation of Ductility and Detailing Requirements of Bearing Wall Buildings Using Data from the March 3, 1985, Chile Earthquake , 1993 .

[7]  Peter Fajfar,et al.  Equivalent ductility factors, taking into account low‐cycle fatigue , 1992 .

[8]  Graham H. Powell,et al.  Seismic damage prediction by deterministic methods: Concepts and procedures , 1988 .

[9]  A. Ang,et al.  Mechanistic Seismic Damage Model for Reinforced Concrete , 1985 .

[10]  C. Uang,et al.  Evaluation of seismic energy in structures , 1990 .

[11]  J. P. Moehle,et al.  Displacement-Based Design of RC Structures Subjected to Earthquakes , 1992 .

[12]  M. Rodriguez Strength and ductility in reinforced concrete frames designed with Mexican codes , 1990 .

[13]  H. Krawinkler,et al.  The Mexico Earthquake of September 19, 1985—Behavior of Steel Buildings , 1989 .

[14]  H. Saunders Book Reviews : NUMERICAL METHODS IN FINITE ELEMENT ANALYSIS K.-J. Bathe and E.L. Wilson Prentice-Hall, Inc, Englewood Cliffs, NJ , 1978 .

[15]  J. Iglesias,et al.  The Mexico Earthquake of September 19, 1985—Evaluation of the Seismic Capacity of Buildings in Mexico City , 1989 .

[16]  A. Arias A measure of earthquake intensity , 1970 .