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Hysteretic model of SRUHSC column and SRC beam joints considering damage effects

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Abstract

This paper focuses on developing a hysteretic model of steel reinforced ultra high strength concrete column and steel reinforced concrete beam joint. Characteristics of the hysteretic curve from twelve specimens under cyclic loading were analyzed in terms of damage pattern, residual deformation, loop unloading stiffness deterioration, relative unloading stiffness deterioration and strength degradation. Methods to quantify seismic damage and attenuation coefficient were presented. The proposed methods consider number of loading cycles and controlled displacements which cause seismic damage. The experimental skeleton curve is simplified as a trilinear model, where calculated attenuation coefficient is used to obtain deteriorated stiffness of every segment, deteriorated unloading stiffness, and degraded strength in the hysteretic model. The proposed hysteretic model considering damage effects can describe well the characteristics of experimental hysteretic curves.

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Acknowledgments

The research reported in this paper is part of Projects 51168034 supported by National Natural Science Foundation of China, and the Program for Young Talents of Science and Technology in the University of Inner Mongolia Autonomous Region (No. NJYT-14-B08). Their financial support is highly appreciated.

Funding

This study was funded by National Natural Science Foundation of China (Grant Number: 51168034) and Program for Young Talents of Science and Technology in the University of Inner Mongolia Autonomous Region (Grant Number: NJYT-14-B08).

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Authors and Affiliations

  1. School of Mining and Technology, Inner Mongolia University of Technology, 49 Aimin Street, Xincheng District, Hohhot, 010051, China

    Changwang Yan & Deqiang Yang

  2. Department of Civil & Environmental Engineering, University of Tennessee, 313 John D. Tickle Building, Knoxville, 37996, USA

    Changwang Yan & Zhongguo John Ma

  3. School of Civil Engineering, Shandong Jianzhu University, Fengming Street, Lingang District, Jinan, 250101, China

    Zhongguo John Ma

  4. School of Civil Engineering, Dalian University of Technology, 2 Linggong Street, Ganjingzi District, Dalian, 116024, China

    Jinqing Jia

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  1. Changwang Yan
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  2. Deqiang Yang
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  3. Zhongguo John Ma
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Correspondence to Zhongguo John Ma.

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Yan, C., Yang, D., Ma, Z.J. et al. Hysteretic model of SRUHSC column and SRC beam joints considering damage effects. Mater Struct 50, 88 (2017). https://doi.org/10.1617/s11527-016-0959-5

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