INELASTIC EARTHQUAKE RESPONSE ANALYSIS AND DAMAGE ASSESSMENT OF RETROFITTED RC STRUCTURES USING EXTENDED FIBER MODEL

Author:

IZUNO Kazuyuki12,IEMURA Hirokazu12,YAMADA Yoshikazu12,OHKAWA Toshiki13

Affiliation:

1. JSCE

2. Dept. of Civil Engineering, Kyoto University

3. Okumura Corporation

Publisher

Japan Society of Civil Engineers

Reference26 articles.

1. 1) Yamamoto, Y. and Imai, H.: A case study on repair effect of an earthquake-damaged R/G structure repaired by injecting epoxy resin, Proc. of the 30th Symposium on Structural Engineering, pp. 153-161, 1984 (in Japanese).

2. 2) Wight, J. K., ed.: Earthquake Effects on Reinforced Concrete Structures, U. S. -Japan Research, SP-84, ACI, U. S. -Japan Research, 1985.

3. 3) French, C. W., Thorp, G. A. and Tsai, W. -J.: Epoxy repair techniques for earthquake damage, ACI Structural Journal, Vol. 87, No. 4, pp. 416-424, 1990.

4. 4) Jordan, R. M. and Kreger, M. E.: Evaluation of strengthening schemes and effects on dynamic characteristics of reinforced concrete frames, Proc. of the 4th U. S. National Conference on Earthquake Engineering, Vol. 3, pp. 363-372, 1990.

5. 5) Seible, F. and Priestley, M. J. N.: Damage and performance assessment of existing concrete bridges under seismic loads, Proc. of the 1st U. S. -Japan Workshop on Seismic Retrofit of Bridges, pp. 203-222, 1990.

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