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Języki publikacji
Abstrakty
The requirements for structural performance and seismic performance in the field of civil engineering are increasing. Traditional building structures have certain limitations in extreme conditions such as earthquakes. Therefore, this study discusses the design of modular bi-directional load-bearing and energy dissipating joints in the context of intelligent construction to improve the seismic performance of buildings. The study designs vertical joints and bi-directional joints, and the test results show that the hysteresis curve of the joints is hump-shaped, exhibiting excellent plastic deformation and energy dissipation performance. The introduction of oblique stiffening ribs in the vertical joints significantly improves the load-bearing capacity, and there is no significant decrease in load-bearing capacity when loaded to approximately 32 mm. The maximum energy dissipation coefficient of vertical joint specimen 1 is 1.485. For specimen 2, the maximum values is 1.801, and for the bi-directional joints, the maximum values is 2.156, demonstrating excellent energy dissipation capability. In conclusion, this research is of great significance for the combination of modern building engineering technology and intelligent construction, providing strong support for the seismic performance and overall safety of building structures.
Słowa kluczowe
Czasopismo
Rocznik
Tom
Strony
5--18
Opis fizyczny
Bibliogr. 14 poz., il., tab.
Twórcy
autor
- School of Civil Engineering, Guangxi Polytechnic of Construction, Nanning, China
Bibliografia
- [1] C.J. Turner, J. Oyekan, L. Stergioulas, and D. Griffin, “Utilizing industry 4.0 on the construction site: Challenges and opportunities”, IEEE Transactions on Industrial Informatics, vol. 17, no. 2, pp. 746-756, 2021, doi: 10.1109/TII.2020.3002197.
- [2] J. Guo, T. Suma, J.J. Richardson, and H. Ejama, “Modular assembly of biomaterials using polyphenols as building blocks”, ACS Biomaterials Science and Engineering, vol. 5, no. 11, pp. 5578-5596, 2019, doi: 10.1021/acsbiomaterials.8b01507.
- [3] D.J. Wald, “Practical limitations of earthquake early warning”, Earthquake Spectra, vol. 36, no. 3, pp. 1412-1447, 2020, doi: 10.1177/8755293020911388.
- [4] R.J. Merino, D. Perrone, and A. Filiatrault, “Consistent floor response spectra for performance-based seismic design of nonstructural elements”, Earthquake Engineering and Structural Dynamics, vol. 49, no. 3, pp. 261-284, 2020, doi: 10.1002/eqe.3236.
- [5] A. Kaveh, L. Mottaghi, and R.A. Izadifard, “An integrated method for sustainable performance-based optimal seismic design of RC frames with non-prismatic beams”, Scientia Iranica, vol. 28, no. 5, pp. 2596-2612, 2021, doi: https://doi.org/10.1177/8755293020911388.
- [6] G.J. O’Reilly and G.M. Calvi, “Conceptual seismic design in performance-based earthquake engineering”, Earthquake Engineering and Structural Dynamics, vol. 48, no. 4, pp. 389-411, 2019, doi: 10.1002/eqe.3141.
- [7] A. Filiatrault, D. Perrone, R.J. Merino, and G.M. Calvi, “Performance-based seismic design of nonstructural building elements”, Journal of Earthquake Engineering, vol. 25, no. 2, pp. 237-269, 2021, doi: 10.1080/13632469.2018.1512910.
- [8] M.C. Phocas, M. Matheou, A. Müller, and E.G. Christoforou, “Reconfigurable modular bar structure”, Journal of the International Association for Shell and Spatial Structures, vol. 60, no. 1, pp. 78-89, 2019, doi: 10.20898/j.iass.2019.199.028.
- [9] W. Pan and C.K. Hon, “Briefing: Modular integrated construction for high-rise buildings”, Proceedings of the Institution of Civil Engineers-Municipal Engineer, vol. 173, no. 2, pp. 64-68, 2020, doi: 10.1680/jmuen.18.00028.
- [10] D. Stieler, T. Schwinn, and A. Menges, “Volumetric intersections: Modularization approaches for freeform prefab concrete construction”, Civil Engineering Design, vol. 4, no. 1-3, pp. 3-13, 2022, doi: 10.1002/cend.202100047.
- [11] X. Marsault, “Achieving realtime daylight factor computation for modular buildings in generative design”, Journal of Building Performance Simulation, vol. 15, no. 6, pp. 848-865, 2022, doi: 10.1080/19401493.2022.2102676.
- [12] J. Zhang and R. Yan, “Centralized energy-efficient clustering routing protocol for mobile nodes in wireless sensor networks”, IEEE Communications Letters, vol. 23, no. 7, pp. 1215-1218, 2019, doi: 10.1109/LCOMM.2019.2917193.
- [13] A. Bubshait and B. Jha, “Coupled poromechanics-damage mechanics modeling of fracturing during injection in brittle rocks”, International Journal for Numerical Methods in Engineering, vol. 121, no. 2, pp. 256-276, 2020, doi: 10.1002/nme.6208.
- [14] M. Ren, T. Li, K. Shi, P. Xu, and Y. Sun, “Coordinated control strategy of virtual synchronous generator based on adaptive moment of inertia and virtual impedance”, IEEE Journal on Emerging and Selected Topics in Circuits and Systems, vol. 11, no. 1, pp. 99-110, 2021, doi: 10.1109/JETCAS.2021.3051320.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-25dd6f69-e934-44c9-95cc-b62db2789771
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