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Preliminary evaluation of seismic performance of engineering structures with perform 3D

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Treść / Zawartość
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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
This study analyzed the role of PERFORM 3D in the preliminary evaluation of seismic performance of engineering structures. Firstly, PERFORM 3D was briefly introduced, and its material constitutive model and basic model were analyzed. Then, taking a high-rise building project in Yulin, Shaanxi, China, as an example, PERFORM 3D was used to evaluate its seismic performance. After establishing the engineering model, five seismic waves were selected for simulation. The results showed that the maximum values of X-axis inter-story displacement angle and Y-axis displacement angle were 1/500 and 1/360 respectively, which were far less than the standard limit; the overall energy dissipation was good, the damping was small, the overall deformation was good, and the seismic performance was also good. In conclusion, PERFORM 3D has a good performance in the preliminary evaluation of seismic performance of engineering, and it is worth further promotion and application.
Rocznik
Strony
189--201
Opis fizyczny
Bibliogr. 15 poz., il., tab.
Twórcy
autor
  • School of Architecture and Engineering, Yulin University, Yulin, China
Bibliografia
  • 1. R. Han, Y. Li, V. D. L.John, “Impact of aftershocks and uncertainties on the seismic evaluation of non-ductile reinforced concrete frame buildings”, Engineering Structures 100: 149-163, 2015.
  • 2. Ö. Ali Ruzi, “Performance-based Seismic Design of an Irregular Tall Building-A Case Study”, Structures 5: 112-122, 2016.
  • 3. C. P. Pantelides, C. Clyde, L. D. Reaveley, “Performance-Based Evaluation of Reinforced Concrete Building Exterior Joints for Seismic Exchange”, Earthquake Spectra 18(3): 449-480, 2002.
  • 4. Q. W. Su, S. C. Zhao, L. P. Ye, “Research on seismic evaluation of masonry structures”, Journal of Building Structures 35(1): 111-116, 2014.
  • 5. M. Hossein, V. Mohammadreza, “Seismic Performance Evaluation of an ATC Tower through Pushover Analysis”, Structural Engineering International 1-6, 2018.
  • 6. T. F. Xu, D. Zheng, C. Yang, K. L. Deng, “Seismic performance evaluation of damage tolerant steel frame with composite steel-UHPC joint”, Journal of Constructional Steel Research 148: 457-468, 2018.
  • 7. H. Q. Liu, W. B. Liu, R.Y. Wu, “The Elastic-Plastic Time History Analysis on High-Rise Steel Structure about Main Power House of Thermal Power Plant”, Applied Mechanics and Materials 578-579: 214-219, 2014.
  • 8. H. Jiang, S. Li, Y. Zhu, “Seismic performance of high-rise buildings with energy-dissipation outriggers”, Journal of Constructional Steel Research, 134: 80-91, 2017.
  • 9. Lpez-Lpez, A. Toms, G. Sánchez-Olivares, “Influence of adjusted models of plastic hinges in nonlinear behaviour of reinforced concrete buildings”, Engineering Structures 124: 245-257, 2016.
  • 10. T. H. Han, J. M. Stallings, Y. J. Kang, “Nonlinear concrete model for double-skinned composite tubular columns”, Construction & Building Materials 24(12): 2542-2553, 2010.
  • 11. Former Ministry of Urban and Rural Building and Environmental Protection of China. Code for Seismic Design of Building. China Building Industry Press, 1991.
  • 12. L. Halder, S. Paul, “Seismic Damage Evaluation of Gravity Load Designed Low Rise RC Building Using Nonlinear Static Method”, Procedia Engineering 144: 1373-1380, 2016.
  • 13. L. N. Pei, “Performance-Based Research of Existing Reinforced Concrete Building Structure Seismic Evaluation and Reinforcement Technology”, Applied Mechanics and Materials 513-517: 3500-3503, 2014.
  • 14. M. Zameeruddin, K. Sangle, “Review on Recent developments in the performance-based seismic design of reinforced concrete structures”, Structures 6: 119-133, 2016.
  • 15. R. Catulo, A. P. Falcao, R. Bento, S. Ildefonso, “Simplified evaluation of seismic vulnerability of Lisbon Heritage City Centre based on a 3D GIS-based methodology”, Journal of Cultural Heritage 32: S1296207417301073, 2018.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-c3425abb-1729-4968-a11f-c69eb15c5a1b
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