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Analysis of the seismic performances of structures reinforced by self-centering buckling-restrained braces

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Języki publikacji
EN
Abstrakty
EN
The self-centering buckling-restrained brace (SC-BRB) may achieve self-restoration for structures and, to a certain degree, diminish the substantial seismic residual deformation following rare earthquakes when compared to the usage of the conventional buckling-restrained brace (BRB). It may be possible to reduce the abrupt change in stiffness at the location of the strengthened stories and make the outrigger better at dissipating energy by improving the design of the energy-dissipation outrigger. This study compares the seismic performances of two types of energy-dissipation outriggers with BRB and SC-BRB web member designs during rare earthquakes so that the changes can be measured. The results show that using the SC-BRB web member design reduces the maximum inter-story drift ratio by an average of 7.68% and increases the average plastic-energy dissipation of the outrigger truss by 8.75%. The evaluation results show that the SC-BRB outrigger truss structure has better structural regularity and energy-dissipation performance. It has the ability to efficiently regulate the structural seismic response and lessen primary-structure damage.
Rocznik
Strony
645--663
Opis fizyczny
Bibliogr. 33 poz., il., tab.
Twórcy
autor
  • College of Civil Engineering, Northeast Forestry University, Harbin, China
autor
  • College of Civil Engineering, Northeast Forestry University, Harbin, China
autor
  • College of Civil Engineering, Northeast Forestry University, Harbin, China
Bibliografia
  • [1] Z. Fang and P. Yan, “Influence of vertical ground motion on seismic responses of triple friction pendulum interlayer isolation structures”, Archives of Civil Engineering, vol. 67, no. 3, pp. 581-597, 2021, doi: 10.24425/ace.2021.138072.
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  • [3] W. Zhen, Y.K. Qiu, Q.S. Yang, et al., “Energy dissipation performance of outrigger in tall buildings”, Engineering Mechanics, vol. 38, no. 2, pp. 36-43, 2021, doi: 10.6052/j.issn.1000-4750.2020.10.ST08.
  • [4] H. Jiang and X.F. Zhao, “Performance analysis and experimental research of a super high-rise steel-reinforced concrete frame-corewall structure with outriggers in strengthened layers”, Journal of Building Structures, vol. 50, no. 15, pp. 113-117+84, 2020, doi: 10.19701/j.jzjg.2020.15.021.
  • [5] J.A. Oviedo-Amezquita, N. Jaramillo-Santana, C.A. Blandon-Uribe, and A.M. Bernal-Zuluaga, “Development and validation of an acceptance criteria and damage index for buckling-restrained braces (BRB)”, Journal of Building Engineering, vol. 43, art. no. 102534, 2021, doi: 10.1016/j.jobe.2021.102534.
  • [6] W. Zhen, “Energy dissipation performance of outrigger in super-tall buildings with outrigger systems”, Beijing Jiaotong University, 2019.
  • [7] N. Vaiana, R. Capuano, and L. Rosati, “Evaluation of path-dependent work and internal energy change for hysteretic mechanical systems”, Mechanical Systems and Signal Processing, vol. 186, art. no. 109862, 2023, doi: 10.1016/j.ymssp.2022.109862.
  • [8] Q. Xie, Z. Zhou, C. Li, and S. Meng, “Parametric analysis and direct displacement-based design method of self-centering energy-dissipative steel-braced frames”, International Journal of Structural Stability and Dynamics, vol. 17, no. 8, art. no. 1750087, 2017, doi: 10.1142/S0219455417500870.
  • [9] W.N. Li, “Seismic performance analysis of self-centering buckling restrained brace”, Taiyuan University of Technology, 2020.
  • [10] H. Zhang, P. Zeng, and C.L. Wang, “Performance study of self-centering buckling-restrained brace frame under bidirectional seismic action”, Industrial Construction, vol. 49, no. 6, pp. 163-166+191, 2019, doi: 10.13731/j.issn.1000-4726.2017.05.028.
  • [11] Y. Chen, “Dissertation for Professional Master’s Degree”, Beijing University Of Civil Engineering And Architecture, 2021.
  • [12] H. Jiang and L.H. Xu, “Study on hysteretic performance of self-centering energy dissipation braces and seismic behaviors of braced frames”, Journal of Tianjin University (Science and Technology), vol. 54, no. 3, pp. 237-244, 2021.
  • [13] L.H. Xu and S.Q. Yao, “Experimental study and finite element simulation on hysteretic performance of self-centering energy dissipation brace”, Journal of Building Structures, vol. 39, no. 11, pp. 158-165, 2018.
  • [14] C. Christopoulos, R. Tremblay, H.-J. Kim, et al., “Self-centering energy dissipative bracing system for the seismic resistance of structures: development and validation”, Journal of Structural Engineering, vol. 134, no. 1, pp. 96-107, 2008, doi: 10.1061/(ASCE)0733-9445(2008)134:1(96).
  • [15] Y.Q. Tan, P.F. Wang, L.C. Huo, et al., “Analysis of the seismic performance of self - centering buckling - restrained brace steel frame”, Journal of Hebei University of Engineering (Natural Science Edition), vol. 31, no. 4, pp. 1-4, 2014.
  • [16] Y. Zhou, Y. Xiao, and A.Q. Gu, “Self-centering braced rocking frame systems and displacement-based seismic design method”, Journal of Building Structures, vol. 40, no. 10, pp. 17-26, 2019, doi: 10.14006/j.jzjgxb.2019.0070.
  • [17] C.C. Chou, T. H. Wu, A.R.O. Beato, et al., “Seismic design and tests of a full-scale one-story one-bay steel frame with a dual-core self-centering brace”, Engineering Structures, vol. 111, pp. 435-450, 2016, doi: 10.1016/j.engstruct.2015.12.007.
  • [18] R. Tremblay, M. Lacerte, and C. Christopoulos, “Seismic response of multistory buildings with self-centering energy dissipative steel braces”, Journal of Structural Engineering, vol. 134, no. 1, pp. 108-120, 2008.
  • [19] Q. Xie, Z. Zhou, C. Li, et al., “Parametric analysis and direct displacement-based design method of self-centering energy-dissipative steel-braced frames”, International Journal of Structural Stability and Dynamics, vol. 16, no. 7, art. no. 1750087, 2017, doi: 10.1142/S0219455417500870.
  • [20] L. Liu, B. Wu, W. Li, et al., “Cyclic tests of novel self-centering buckling-restrained brace”, Journal of Southeast University (Natural Science Edition), vol. 42, no. 3, pp. 536-541, 2012, doi: 10.3969/j.issn.1001-0505.2012.03.028.
  • [21] L. Liu, “Seismic bahavior and design of structure with self-centering buckling-restrained braces”, Harbin Institute of Technology, 2013.
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  • [26] N. Staszak, T. Garbowski, and B. Ksit, “Application of the generalized nonlinear constitutive lawin numerical analysis of hollow-core slabs”, Archives of Civil Engineering, vol. 68, no. 2, pp. 125-145, 2022, doi: 10.24425/ace.2022.140633.
  • [27] Q.S. Yang, W. Zhen, L.L Xie, et al., “Experimental study on the seismic performance of energy dissipation outriggers”, Engineering Mechanics, vol. 33, no. 10, pp. 76-85, 2016, doi: 10.6052/j.issn.1000-4750.2015.12.1013.
  • [28] H. Guerrero, A. Teran-Gilmore, E. Zamora, J.A. Escobar, and R. Gómez, “Hybrid simulation tests of a soft storey frame building upgraded with a Buckling-Restrained Brace (BRB)”, Experimental Techniques, vol. 44, no. 5, pp. 553-572, 2020, doi: 10.1007/s40799-020-00378-5.
  • [29] Q. Chen, “Hysteretic properties of buckling-restrained braceds and seismic performance of buckling-restrained braced frames”, Southeast University, 2016.
  • [30] K.G. Pu, F.M. Song, and D.H. Wen, “Development of low yield point steel heavy plate used for earthquake resistant”, Hot Working Technology, vol. 40, no. 10, pp. 45-48, 2011, doi: 10.14158/j.cnki.1001-3814.2011.10.045.
  • [31] H. Ju, D. Lee, and D.U. Choi, “Finite element analysis of steel-concrete composite connection with prefabricated permanent steel form”, Journal of Asian Concrete Federation, vol. 8, no. 1, pp. 1-15, 2022, doi: 10.18702/acf.2022.6.8.1.1.
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  • [33] N. Vaiana and L. Rosati, “Classification and unified phenomenological modeling of complex uniaxial rate-independent hysteretic responses”, Mechanical Systems and Signal Processing, vol. 182, art. no. 109539, 2023, doi: 10.1016/j.ymssp.2022.109539.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-9951b264-989d-4aec-a6ef-21c8405c67a4
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