Relation between Global Damage Indices and Local Stiffness Degradation

Author:

DiPasquale Edmondo,Ju Jiann‐Wen,Askar Attila,Çakmak Ahmet S.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference22 articles.

1. Abrams D. P. and Sozen M. T. (1979). “Experimental study of frame‐wall interaction in reinforced concrete structures subjected to strong earthquake motions.” Report No. SRS460 UILU‐ENG‐79‐2002 Univ. of Illinois at Urbana‐Champaign Urbana‐Champaign Ill.

2. Beck J. L. (1979). “Determining models of structure from earthquake records ” thesis presented to the California Institute of Technology at Pasadena Calif. in partial fulfillment of the requirements for the degree of Doctor of Philosophy.

3. Cecen H. (1979). “Response of ten story reinforced concrete models frames to simulated earthquakes ” thesis presented to University of Illinois at Urbana‐Champaign at Urbana‐Champaign Ill. in partial fulfillment of the requirements for the degree of Doctor of Philosophy.

4. Chung Y. S. Meyer C. and Shinozuka M. (1987). “Seismic damage assessment of reinforced concrete members.” Technical Report NCEER‐87‐0022 Nat. Ctr. for Earthquake Engrg. Res. State Univ. of New York at Buffalo Buffalo N.Y.

5. DiPasquale E. and Çakmak A. S. (1987). “Detection and assessment of seismic structural damage.” Report NCCER‐87‐0015 Nat. Ctr. for Earthquake Engrg. Res. State Univ. of New York at Buffalo Buffalo N.Y.

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