Study on Seismic Mechanical Properties of Reinforced Concrete Energy Dissipation Wall and Seismic Response Analysis of Structure
DOI:
https://doi.org/10.13052/ejcm2642-2085.3314Keywords:
Hollow bridge pier, plastic hinge, ductility performance, seismic design method, finite element analysis and curve Fertility factorAbstract
Utilizing the nonlinear finite element analysis software, ABAQUS, an examination is undertaken to evaluate the ductility characteristics and seismic design methodologies pertinent to a representative reinforced concrete hollow high pier. The research encompasses several focal areas: elucidation of seismic design strategies related to ductility categories, exploration of plastic energy dissipation mechanisms, determination of ductility indices, and delineation of structural measures to enhance ductility. Employing the nonlinear FEA software, ABAQUS, it is recommended that the longitudinal reinforcement ratio for ductile piers fall within the range of 0.6% to 4%. Furthermore, for flexible bridge piers, the maximum spacing of confinement reinforcements should either exceed 100 mm, be sixfold the diameter of the longitudinal reinforcement, or equate to at least one-quarter of the pier column’s bending direction section width. Combined with the influence of high pier ductility seismic axial pressure ratio, reinforcement, concrete factors such as factor analysis results, put forward and checking a reinforced concrete hollow high pier ductility seismic optimization scheme, increase the strength of the plastic hinge area section, through the comparative analysis in different seismic strength of plastic hinge unit cloth, maximum ductility coefficient and pier top displacement to verify its influence on the ductile seismic.
Downloads
References
Jinqing, J., Jiancheng, Z., Zixiong, G., and Hong, Z. (2016). Experimental study on seismic behavior of steel reinforced ultra-high strength concrete column-steel reinforced normal-strength concrete beam composite frame.
Bosong, Y., Yong, Y., Ruyue, L., Chenguang, M., Chaomou, W., and Mingkun, Y. (2016). Experimental study on seismic behavior of concrete frame reinforced with concentric buckling-restrained braces. Industrial Construction.
Chen, L., Yin, C., Wang, C., and Liu, Y. (2020). Experimental study on seismic behavior of double-skin composite wall with l-shaped connectors. Journal of Constructional Steel Research, 174, 106312.
Wang, B., Jiang, H., and Lu, X. (2017). Experimental and numerical investigations on seismic behavior of steel truss reinforced concrete core walls. Engineering Structures, 140(JUN.1), 164–176.
Ling, Y., Zheng, W., Li, Y., Zhou, L., and Zhou, J. (2020). Study on seismic behavior of reinforced concrete column-steel beam side joints. Journal of Asian Architecture and Building Engineering.
Zheng, Y., Zheng, S.S., Yang, L., Dong, L.G., Ruan, S., and Ming, M. (2022). Experimental study on the seismic behavior of corroded reinforced concrete walls in an artificial climate corrosion environment. Engineering structures (Feb.1 Pt.2), 252.
Guo, Z., Zheng, S., Xu, Z., and Sun, W. (2017). Experimental study on seismic performance of ungrouted confined concrete masonry walls with unbonded tendons. International Journal of Civil Engineering.
Chen, X.L., Fu, J.P., Hao, X., Yang, H., and Zhang, D.Y. (2019). Seismic behavior of reinforced concrete squat walls with high strength reinforcements: an experimental study. Structural Concrete, 20(3), 911–931.
Zhao, Y., Yuan, Q., and Zhu, H. (2019). Study on the seismic behavior of monolithic precast shape steel oblique multi-ribbed composite wall. Science of advanced materials, 11(11), 1632–1646.
Ghasemi, S., Khah, R.R., and Ghaedian, D. (2020). Numerical study on the seismic behavior of a new reduced beam section connection by drilled holes on the beam flange.
Ahmed, S.Y., Salih, O.A., and Najeebabba, O. (2022). Effect of plastic hinge properties in pushover analysis of reinforced concrete plane frames. International Research Journal of Innovations in Engineering and Technology.
Kumar, P.P., and Jyothirmai, A. Seismic studies on energy dissipation device performance for irregular steel structure in different soil conditions using etabs. IOP Publishing Ltd.
Al-Jeznawi, D., Jais, I.B.M., Albusoda, B.S., Alzabeebee, S., Keawsawasvong, S., and Khalid, N. (2024). Design charts and equations of the frictional resistance of single pipe pile under static and seismic loads. International Journal of Computational Materials Science and Engineering, 13(03).
Frana, G.V.Z.D., Roberto Luís de Assumpo, Luersen, M.A., and Silva, C.H.D. (2023). A bidimensional finite element study of crack propagation in austempered ductile iron. Tech Science Press.
Amlanjyoti, D., Devajit, H., Abhishek, K., Naresh, K., and Yadav, D.K. (2023). Sedimentary structures of the western part of the indo-gangetic plain and siwalik himalaya inferred from receiver function inversion. Geophysical Journal International.
Cao, W., Guo, Y., Qiao, Q., and Xie, X. (2018). Experimental study on seismic behavior of steel reinforced recycled concrete columns with high axial compression ratio. Harbin Gongye Daxue Xuebao/Journal of Harbin Institute of Technology, 50(6), 47–55.
Jian-Ping, H., and Wen-Lin, L. (2017). Experimental investigation on seismic behavior of pva Fiber reinforced concrete columns with high axial compression ratios. Engineering Mechanics.
Zhang, X., Zhou, G., Li, S., Zhang, F., and Zhang, S. (2022). Experimental and numerical study on seismic behavior of prestressed concrete composite shear wall. Engineering structures.
Kevin, A., Akbar, M., Gunawan, L., Aulia, D. K., Agung, R., Rawikara, S. S., Sasongko, R. A., and Widagdo, D. (2023). Evaluation of Piezoelectric-based Composite for Actuator Application via FEM with Thermal Analogy. European Journal of Computational Mechanics, 32(05), 495–518.
Yousufu, M.A., Xiantie, W., Lida, L., and Bo, H.E. (2016). Study on the seismic behavior of concrete-filled square steel tubular frame-thin steel plate shear wall with openings. Journal of Xi’an University of Architecture & Technology (Natural Science Edition).
Tian, T., Wenliang, Q., and Zhe, Z. (2018). Experimental study on seismic behavior of steel tube reinforced concrete bridge columns with lower shear span ratio. Journal of Hunan University (Natural Sciences).
Xiao, L.L., Lei, M.Q., Liu, H.M., and Li, Y. (2017). Experimental study on seismic behavior of reinforced self-compacting concrete t-shaped section short-limbed shear walls. Journal of Wuhan University of Technology.
Weiguang, Y., Jun, Z., Yuping, S., and Lingxin, Z. (2018). Experimental study on seismic behavior of concrete walls reinforced by pc strands. Engineering Structures, 175, 577–590.
Hao, L., Qing, L., and Peijun, L. (2023). Field Test and Structural Stability Analysis of Multi-stage Slope Based on Seepage Coupling Theory. European Journal of Computational Mechanics, 32(03), 235–262.
Xiaosong, R., Xianyu, W., Bin, Z., Hua, S., and University, T. (2018). Experimental study on seismic behavior of post-installed reinforced concrete-masonry composite wall connected with embedded bars. Jianzhu Jiegou Xuebao/Journal of Building Structures, 39(4), 45–53.
Yingchao, M.A., Jinqing, J., and Jiancheng, Z. (2016). Experimental study on seismic behavior of steel ultra-high reinforced concrete frames of different shear span ratio. Journal of Water Resources and Architectural Engineering.
Ma, H., Sun, S., Liu, Y., Xue, J., and Tian, J. (2018). Experimental study on seismic behavior of steel reinforced recycled concrete columns-steel beams combined frame exterior joints. Yingyong Jichu yu Gongcheng Kexue Xuebao/Journal of Basic Science and Engineering, 26(5), 1027–1040.
Li, L., Liu, A., Li, Q., Liu, G., and Li, Z. (2016). Privacy-preserving collaborative web services qos prediction via yao’s garbled circuits and homomorphic encryption. Journal of Web Engineering, 15(3–4), 203–225.
Vincze, G., Lopes, A., Butuc, M. C., Yánez, J., Lopes, D., Holz, L., Graça, A., and Pereira, A. B. (2022). Numerical and Experimental Analysis of the Anisotropy Evolution in Aluminium Alloys Processed by Asymmetric Rolling. European Journal of Computational Mechanics, 31(03), 319–350.
Jésus Emilio Rivera, Eid, R., and Paultre, P. (2020). Influence of synthetic Fibers on the seismic behavior of reinforced-concrete circular columns. Engineering Structures, 228(6).
