Development of Structural Metal Energy-Dissipation Techniques for Seismic Disaster Mitigation of Buildings in China

Abstract:

Buildings in seismic zones are required to provide proper stiffness and load-bearing capacity to resist frequent earthquakes, and possess proper ductility and energy-dissipating capacity to prevent collapse under rare earthquakes. To meet these requirements, the concept of structural energy-dissipation techniques for the bi-functions of load-bearing and energy dissipating are proposed. A number of structural metal energy-dissipation elements, such as buckling-restrained steel plate shear walls, non-buckling corrugated steel plate shear walls, two-level yielding steel coupling beams and energy-dissipative columns, have been developed. They are designed to provide stiffness/strength to guarantee the operation of buildings under frequent earthquakes, but also dissipate energy to reduce seismic effects to a considerable extent for collapse-prevention of buildings. The experimental and theoretical studies on these structural metal energy-dissipating dampers are presented. The efficiency of these structural dampers for disaster mitigation of buildings against earthquakes are also presented to provide a reference for their practical application.

• Periodical: Key Engineering Materials (Volume 763)
• Pages: 18-31
• DOI: https://doi.org/10.4028/www.scientific.net/KEM.763.18
• Online since: February 2018
• Authors: Guo Qiang Li*, Hua Jian Jin, Meng De Pang, Yan Wen Li, Ying Zhi Sun, Fei Fei Sun
• Keywords: Buckling-Restrained Steel Plate Shear Wall, Energy-Dissipative Column, Non-Buckling Corrugated Steel Plate Shear Wall, Seismic Disaster Mitigation, Structural Metal Energy-Dissipation Techniques, Two-Level Yielding Steel Coupling Beam

References

[1] Zhou Y, Structural design of metal energy dissipation, Wuhan: Wuhan University of Technology Press(in Chinese). (2006).

[2] Chan R W K, Albermani F, Williams M S, Evaluation of yielding shear panel device for passive energy dissipation, Journal of Constructional Steel Research, 65(2): 260-268, (2009).

DOI: 10.1016/j.jcsr.2008.03.017

[3] Gao J, Xue Y T, Wang L, et al., Experimental study on JY-SS- type metal damper, Journal of civil engineering and management(in Chinese), 28(3): 336-338, (2011).

[4] Deng K L, Pan P, Experimental study of steel shear panel dampers with varying cross-sections, Engineering Mechanics, 33(5): 82-88, (2016).

[5] Zhang Z, Ou J P, Li D, et al., Optimization Design of Coupling Beam Metal Damper in Shear Wall Structures, Applied Sciences, 7(2): 137, (2017).

DOI: 10.3390/app7020137

[6] Kelly J M, Skinner R I，Heine A J. Mechanisms of Energy Absorption in Special Devices for Use in Earthquake Resistant Structures, Bulletin of New Zealand Society for Earthquake Engineering, 5(3): 63-88, (1972).

DOI: 10.5459/bnzsee.5.3.63-88

[7] Tsai K C, Chen H W, Hong C P, et al., Design of Steel Triangular Plate Energy Absorbers for Seismic-Resistant Construction, Earthquake Spectra, 9(3): 505-528, (1993).

DOI: 10.1193/1.1585727

[8] Wang Y, Xue Y, Ou J P, et al., Structural Analyses and Design of Seismic Retrofitting with Energy Dissipation Dampers for Beijing Hotel and Other Key Buildings in Beijing, Journal of Building Structures, 22(02): 35-39, (2001).

[9] Deng K, Pan P, Wang C, Development of crawler steel damper for bridges, Journal of Constructional Steel Research, 85(5): 140-150, (2013).

DOI: 10.1016/j.jcsr.2013.03.009

[10] Fujimoto M, Wada A, and Saeki E, et al., A study on the unbonded braces encased in buckling-restraining concrete and steel tube, Journal of structural engineering, 34B: 249-258, (1988).

[11] Tsai K C, Hwang Y C, Weng C S, Seismic Performance and Applications of Double-Tube Buckling-Restrained Braces, Progress in Steal Building Structures, (2005).

[12] Li G Q, Sun F F, Chen S W, et al., Development of TJ-type Buckling-Restrained Braces and application, International Conference on Earthquake Engineering. The 1st Anniversary of Wenchuan Earthquake 10-12 May, 2009 Chengdu, P. R. China.

[13] Sun F F, Li G Q, Guo X K, et al., Development of New-Type Buckling-Restrained Braces and Their Application in Aseismic Steel Frameworks, Advances in Structural Engineering, 14(4): 717-730, (2011).

DOI: 10.1260/1369-4332.14.4.717

[14] Guo Y L, Design Theory of Assembled Buckling-Restrained Braces and Buckling-Restrained Braced Frames,. Structural Engineers, (2010).

DOI: 10.18057/ijasc.2020.16.1.10

[15] Fujimoto M, Wada A, and Saeki E. et al. A study on the unbonded braces encased in buckling-restraining concrete and steel tube,. Journal of structural engineering, 34B: 249-258, (1988).

[16] GB 50011-2010. Code for seismic design of buildings,. China Architecture & Building Press, Beijing, China (in Chinese).

[17] Zhao Q, Astaneh-Asl A, Cyclic behaivor of traditional and an innovative composite shear wall,. Journal of Structural Engineering, 130: 271-284, (2004).

DOI: 10.1061/(asce)0733-9445(2004)130:2(271)

[18] Tsai K C, Lin C H, Lin Y C, Hsieh W D, Qu B, Sub-structural hybrid tests of a full scale 2-story steel plate shear wall, Technical Report NCREE-06-017, National Center for Research on Earthquake Engineering, Taipei, Taiwan, (2006).

[19] Li G Q and Zhang X G, et al., Experimental study on hysteretical behaviour of concrete-incased steel plate shear walls, Industrial Construction, 25(6): 32-35, (1995).

[20] Sun F F, Gao H, and Li G Q Experimental research on two-sided composite steel plate walls., Proceeding of the 4th technical seminar on steel structure for Cross-Strait and Hong Kong. Tongji University Press, Shanghai, China, (2006).

[21] Gao H, Li G Q, Experimental and theoretical study on composite steel plate shear walls". Master, s Dissertation, Tongji University, Shanghai, China, (2007).

[22] Guo Y L, Dong Q L, Static behaviour of buckling-restrained steel plate shear walls,. The 6th International Conference on Tall Buildings. Hong Kong, China, 666-670, (2005).

DOI: 10.1142/9789812701480_0100

[23] Jin H J, Li G Q, Sun F F, et al., Research on buckling restrainers in buckling-restrained steel plate shear walls (I)—theoretical model and stiffness requirement. China Civil Engineering Journal. 49(6): 38-45, (2016).

[24] Li G Q, Jin H J, and Sun F F, et al., Research on buckling restrainers in buckling-restrained steel plate shear walls (II)—strength requirement and experimental validation, China Civil Engineering Journal, 49(7): 49-56, (2016).

[25] Fulop L A, and Dubina D, Performance of wall-stud cold-form shear panels under monotonic and cyclic loading Part I: Experimental research, Thin-Walled Structures, 42: 321-338, (2004).

DOI: 10.1016/s0263-8231(03)00063-6

[26] Fulop L A, and Dubina D, Performance of wall-stud cold-form shear panels under monotonic and cyclic loading Part II: Numerical modelling and performance analysis, Thin-Walled Structures, 42: 339-349, (2004).

DOI: 10.1016/s0263-8231(03)00064-8

[27] Emami F, Mofid M, Vafai A, Experimental study on cyclic behaviour of trapezoidally corrugated steel shear walls, Journal of Engineering Structures, 48: 750-762, (2013).

DOI: 10.1016/j.engstruct.2012.11.028

[28] Shimizu N, Kanno R, and Ikarashi K, et al., Cyclic behavior of corrugated steel shear diaphragms with end failures, Journal of Structural Engineering, 139(5): 796-806, (2013).

DOI: 10.1061/(asce)st.1943-541x.0000669

[29] Choi I P, and Park H G, Cyclic loading test for reinforced concrete frame with thin steel infill plate., Journal of Structural Engineering, 137(6): 654-664, (2011).

DOI: 10.1061/(asce)st.1943-541x.0000317

[30] Driver R G, Kulak G L, Kennedy D L, Cyclic test of four-story steel plate shear wall., Journal of Structural Engineering, 124(2): 112-120, (1998).

DOI: 10.1061/(asce)0733-9445(1998)124:2(112)

[31] Li G Q, Liu W Y, Lu Y, Stressing mechanism and equivalent brace model for buckling restrained steel plate shear wall with two-sided connections., Journal of Building Structures, 36(4): 33-41, (2015).

[32] Liu W Y, Li G Q, Study on X-shape buckling restrained steel plate shear wall with two-side connections, Proceeding of 8th International Conference on Behavior of Steel Structures in Seismic Areas, Shanghai, China, (2015).

DOI: 10.1016/j.engstruct.2017.02.010

[33] Li G Q, Sun F F, Pang M D, et al., Structural Shear Wall Systems with Metal Energy Dissipation Mechanism, International Journal of High-rise Buildings, 5(3): 195-203, (2016).

DOI: 10.21022/ijhrb.2016.5.3.195

[34] Eljadei A A, Harries K A, Design of coupled wall structures as evolving structural systems, Engineering Structures, 73: 100-113, (2014).

DOI: 10.1016/j.engstruct.2014.05.002

[35] Li G Q, Gu F L, Jiang J, et al., Cyclic behavior of steel beam-concrete wall connections with embedded steel columns (I): Experimental study, Steel and Composite Structures, 23(4): 399-408, (2017).

DOI: 10.12989/scs.2017.23.4.399

[36] Dusicka P, Iwai R, Development of linked column frame system for seismic lateral loads, Proceedings of the SEI Structures Congress, (2007).

DOI: 10.1061/40944(249)63

[37] Dougka G, Dimakogianni D, Vayas I, Innovative energy dissipation systems (FUSEIS 1-1)—Experimental analysis, Journal of Constructional Steel Research, (96): 69-80, (2014).

DOI: 10.1016/j.jcsr.2014.01.003

[38] Palazzo B, Castaldo P, Marino I, The steel column damper: a new hysteretic device providing additional stiffness and damping, EUROSTEEL, 10-12, (2014).

[39] Chitty L, LXXVIII, On the cantilever composed of a number of parallel beams interconnected by cross bars, The London, Edinburgh, and Dublin Philosophical Magazine and Journal of Science, 38: 685-699, (1947).

DOI: 10.1080/14786444708521646

[40] Federal Emergency Management, Quantification of Building Seismic Performance Factors, in, FEMA P695, Washington, DC, (2009).