Browse > Article
http://dx.doi.org/10.12989/eas.2020.19.3.175

Seismic design and elastic-plastic analysis of the hengda group super high-rise office buildings  

Zhang, Xiaomeng (China Architecture Design and Research Group)
Ren, Qingying (China Architecture Design and Research Group)
Liu, Wenting (China Architecture Design and Research Group)
Yang, Songlin (China Architecture Design and Research Group)
Zhou, Yilun (China Architecture Design and Research Group)
Publication Information
Earthquakes and Structures / v.19, no.3, 2020 , pp. 175-188 More about this Journal
Abstract
The Hengda Group super high-rise building in Jinan City uses the frame-core tube structural system. With a height of 238.3 m, it is above the B-level height limit of 150 m for buildings within 7-magnitude seismic fortification zones. Therefore, it is necessary to apply performance-based seismic design to this super high-rise building. In this study, response spectrum analysis and comparative analysis of the structure are conducted using two software applications. Moreover, elastic time-history analysis, seismic analysis under an intermediate earthquake, and elastic-plastic time-history analysis under rare earthquakes are performed. Based on the analysis results, corresponding strengthening measures are implemented at weaker structural locations, such as corners, wall ends connected to framed girders, and coupling beams connected to framed girders. The failure mode and failure zone of major stress components of the structure under rare earthquakes are analysed. The conclusions to this research demonstrate that weaker locations and important parts of the structure satisfy the requirements for elastic-plastic deformation in the event of rare earthquakes.
Keywords
high-rise building beyond the cold-specificatio; elastic-plastic analysis; performance-based seismic design; frame-corewall structure; seismic calculation;
Citations & Related Records
Times Cited By KSCI : 12  (Citation Analysis)
연도 인용수 순위
1 CMC. (2010), Code for design of concrete structures (GB50010- 2010).
2 CMC. (2010), Code for seismic design of buildings (GB 50011- 2010).
3 CMC. (2010), Technical specification for concrete structures of tall building (JGJ 3-2010).
4 CMC. (2012), GB50009-2012. Load code for the design of building structures. GB50009-2012.
5 Esam, A. and Yue, S. (2018), "Structural design on super-tall office building for Hubei Branch of Bank of China", Build. Struct., 2018(21), 25-30.
6 Fan, H., Li, Q.S., Tuan, A.Y. and Xu, L. (2009), "Seismic analysis of the world's tallest building", J. Construct. Steel Res. 65(5), 1206-1215. https://doi.org/10.1016/j.jcsr.2008.10.005.   DOI
7 Wang, W., Li, B. and Han, J. (2018), "Structural design on super high-rise tower building in Guangzhou Pazhou", Build. Struct., 2018(11), 17-22.
8 Wang, X. and Li, Z. (2012), "Methods and application of dynamic elastoplastic time history analysis on SAUSAGE software", Build. Struct., 2012(S2), 7-11.
9 Wang, Y., Zhou, H., Shi, Y., Huang, Y., Shi, G. and Wen, S. (2011), "Seismic analysis of a super high-rise steel structure with horizontal strengthened storeys", Front. Architect. Civil Eng. China, 5(3), 394. https://doi.org/10.1007/s11709-011-0116-8.   DOI
10 Wu, X., Li, Y. and Zhang, Y. (2017), "Elasto-plastic time history analysis of a 117-story high structure", Comput. Concrete, 19(1), 7-17. https://doi.org/ 10.12989/cac.2017.19.1.007.   DOI
11 Celik, O.C. and Ellingwood, B.R. (2010), "Seismic fragilities for non-ductile reinforced concrete frames-Role of aleatoric and epistemic uncertainties", Struct. Safety, 32(1), 1-12. https://doi.org/10.1016/j.strusafe.2009.04.003.   DOI
12 Asgarian, B., Nojoumi, R.M. and Alanjari, P. (2014), "Performance-based evaluation of tall buildings using advanced intensity measures (case study: 30-story steel structure with framed-tube system)", Struct. Des. Tall Spec. Build., 23(2), 81-93. https://doi.org/10.1002/tal.1023.   DOI
13 Bagchi, Y.A.A. (2010), "Seismic performance of a 20-story steelframe building in Canada", Struct. Des. Tall Spec. Build., 19(8), 901-921. https://doi.org/10.1002/tal.517.   DOI
14 Celarec, D. and Dolsek, M. (2013), "The impact of modelling uncertainties on the seismic performance assessment of reinforced concrete frame buildings", Eng. Struct., 52, 340-354. https://doi.org/10.1016/j.engstruct.2013.02.036.   DOI
15 Chikh, B., Mebarki, A., Laouami, N., Leblouba, M., Mehani, Y., Hadid, M. and Benouar, D. (2017), "Seismic structural demands and inelastic deformation ratios: a theoretical approach", Earthq. Struct., 12(4), 397-407. https://doi.org/10.12989/eas.2017.12.4.397.   DOI
16 Li, S., Tian, J.B. and Liu, Y.H. (2017), "Performance-based seismic design of eccentrically braced steel frames using target drift and failure mode", Earthq. Struct., 13(5), 443-454. https://doi.org/10.12989/eas.2017.13.5.443.   DOI
17 Khazaei, J., Amiri, A. and Khalilpour, M. (2017), "Seismic evaluation of soil-foundation-structure interaction: Direct and Cone model", Earthq. Struct., 12(2), 251-262. https://doi.org/10.12989/eas.2017.12.2.251.   DOI
18 LATBSDC (2008), "An alternative procedure for seismic analysis and design of tall buildings located in the Los Angeles region", Berkeley: University of California (PEER Report No. 2010/05).
19 Lee, H.S. and Jeong, K.H. (2018), "Performance-based earthquake engineering in a lower-seismicity region: South Korea", Earthq. Struct., 15(1), 45-65. https://doi.org/10.12989/eas.2018.15.1.045.   DOI
20 Yan, S. and Ye, Y. (2019), "Structural design of Bravo Global Trade Center Tower", Build. Struct., 2019(13), 30-34.
21 Yao, Q. and Zhang, C. (2015), "Structural system selection and out-of-code analysis of B block super high-rise building of Glory City in Haikou", Build. Struct., 2015(18), 41-46.
22 Yu, J. and Li, L. (2015), "Structural design of super high-rise building of Tianjin Junlin Building", Build. Struct., 2015(1), 1-4.   DOI
23 Zhou, J. (2019), "Comparison of the earthquake response of superhigh-rise structures based on different seismic design spectra", J. Eng. Res., 7(4).
24 Tsang, H.H. (2018), "Recommended seismic performance requirements for building structures in Hong Kong", Earthq. Struct., 15(1), 9-17. https://doi.org/10.12989/eas.2018.15.1.009.   DOI
25 Moehle, J.P. (2008). "Performance-based seismic design of tall buildings in the US", In the 14th World Conference on Earthquake Engineering (CD), Beijing, China.
26 Lu, X., Lu, X., Guan, H. and Ye, L. (2013), "Comparison and selection of ground motion intensity measures for seismic design of super high-rise buildings", Advan. Struct. Eng., 16(7), 1249-1262. https://doi.org/10.1260/1369-4332.16.7.1249.   DOI
27 Lu, X., Lu, X., Zhang, W. and Ye, L. (2011), "Collapse simulation of a super high-rise building subjected to extremely strong earthquakes", Science China Technological Sciences, 54(10), 2549.   DOI
28 Mansouri, I., Shahbazi, S., Hu, J.W. and Moghaddam, S.A. (2019), "Effects of pulse-like nature of forward directivity ground motions on the seismic behavior of steel moment frames", Earthq. Struct., 17(1), 1-15. https://doi.org/10.12989/eas.2019.17.1.001.   DOI
29 Ozuygur, A.R. (2016), "Performance-based seismic design of an irregular tall building - a case study", Struct., 5, 112-122. https://doi.org/10.1016/j.istruc.2015.10.001.   DOI