GEOMETRICAL NONLINEARITY ON COLLAPSE OF REINFORCED CONCRETE PIERS

Author:

DHAKAL Rajesh P.12,MAEKAWA Koichi12

Affiliation:

1. JSCE

2. Dept. of Civil Eng., University of Tokyo

Publisher

Japan Society of Civil Engineers

Reference15 articles.

1. 1) Japanese Society of Civil Engineers: Standard Specification for Design and Construction of Concrete Structures, 1996.

2. 2) Muguruma, H. and Watanabe, F.: Strength evaluation of RC column failing in shear, Proceeding of JCI, Vol. 7, No. 2, pp. 541-544, 1985 (In Japanese).

3. 3) An, X.: Failure analysis and evaluation of seismic performance for reinforced concrete in shear, Doctoral Thesis, The University of Tokyo, 1996.

4. 4) Mander, J. B., Kim, J. H. and Dutta, A.: Shear-flexure interaction Seismic Analysis and Design, Special Publication of JCI (JCI-C50E), Vol. 1, pp. 173-188, 1999.

5. 5) Dhakal, R. P. and Maekawa, K.: Perfonnance evaluation and comparative study of RC piers designed by different seismic design codes, Comparative Performances of Seismic Design Codes for Concrete Structures (JSCE), Vol. 2, Elsevier, 1999.

Cited by 1 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. A FINITE STRAIN ISOTROPIC DAMAGE MODEL FOR CONCRETE BASED ON FRACTURE MECHANICS AND MODIFIED VON-MISES CRITERION;Journal of Japan Society of Civil Engineers, Ser. A2 (Applied Mechanics (AM));2017

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