NUMERICAL EVALUATION OF LOAD-CARRYING MECHANISMS OF RC COLUMNS BASED ON DAMAGE OF CONSTITUTIVE MATERIALS

Author:

MAKI Takeshi,TSUCHIYA Satoshi,SAITO Shigehiko,WATANABE Tadatomo

Publisher

Japan Society of Civil Engineers

Reference13 articles.

1. 14) Rodriquez-Gomez, S. and Cakmak, A. S. : Evaluation of seismic damage indices for reinforced concrete structures, Technical Report NCEER90-0022, National Center for Earthquake Engineering Research, The State University of New York at Baffalo, 1990.

2. 15) DiPasquale, E., Ju, J., Askar, A. and Çakmak, A. : Relation between Global Damage Indices and Local Stiffness Degradation, J. of Structural Engineering, ASCE, Vol. 116, No. 5, pp. 1440-1456, 1990.

3. 16) Kim, T. -H., Lee, K. -M., Chung, Y. -S. and Shin, H. M. : Seismic damage assessment of reinforced concrete bridge columns, Engineering Structures, Vol. 27, Issue 4, pp. 576-592, 2005.

4. 17) Hanganu, A. D., Oñate, E. and Barbat, A. H. : A finite element methodology for local/global damage evaluation in civil engineering structures, Computers and Structures, Vol. 80, Issue 20-21, pp. 1667-1687, 2002.

5. 18) Amziane, S. and Dubé, J. F. : Global RC Structural Damage Index Based on the Assessment of Local Material Damage, J. of Advanced Concrete Technology, JCI, Vol. 6, No. 3, pp. 459-468, 2008.

Cited by 4 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. Applicability of Deformation Indices Reasonably Evaluating Load Carrying Capacity and Failure Mode of Full-Scale RC Members Subjected to Bilateral Loads;Journal of Advanced Concrete Technology;2023-05-25

2. NUMERICAL EVALUATION OF THREE-DIMENSIONAL LOAD CARRYING MECHANISM IN RC MEMBERS IN TERMS OF CONCRETE DAMAGE INDICES;Journal of Japan Society of Civil Engineers, Ser. E2 (Materials and Concrete Structures);2022

3. ANALYTICAL STUDY ON LOAD-CAPACITY OF EMBEDDED JOINT OF HIGH AXIAL FORCE CFT COLUMN-RC FLOOR SLAB;Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE));2022

4. EVALUATION OF BENDING BEHAVIOR OF RC COLUMN UNDER THE CYCLIC FORCE BASED ON THE NON-LINEAR FINITE ELEMENT ANALYSIS FOCUSING ON THE BOND-STRAIN-SLIP RELATIONSHIP BETWEEN REBARS AND CONCRETE AT THE COLUMN BASE;Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE));2021

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