Browse > Article
http://dx.doi.org/10.12989/eas.2020.19.3.197

Collapse assessment and seismic performance factors in tall tube-in-tube diagrid buildings  

Khatami, Alireza (Department of Civil and Environmental Engineering, Tarbiat Modares University)
Heshmati, Mahdi (Department of Civil and Environmental Engineering, Tarbiat Modares University)
Aghakouchak, Ali Akbar (Department of Civil and Environmental Engineering, Tarbiat Modares University)
Publication Information
Earthquakes and Structures / v.19, no.3, 2020 , pp. 197-214 More about this Journal
Abstract
Diagrid structures have been introduced as a fairly modern lateral load-resisting system in the design of high-rise buildings. In this paper, a novel diagrid system called tube-in-tube diagrid building is introduced and assessed through pushover and incremental dynamic analyses. The main objectives of this paper are to find the optimum angle of interior and exterior diagrid tube and evaluate the efficiency of diagrid core on the probability of collapse comparing to the conventional diagrid system. Finally, the seismic performance factors of the proposed system are validated according to the FEMA P695 methodology. To achieve these, 36-story diagrid buildings with various external and internal diagonal angles are designed and then 3-D nonlinear models of these structures developed in PERFORM-3D. The results show that weight of steel material highly depends on diagonal angle of exterior tube. Adding diagrid core generally increases the over-strength factor and collapse margin ratio of tall diagrid buildings confirming high seismic safety margin for tube-in-tube diagrid buildings under severe excitations. Collapse probabilities of both structural systems under MCE records are less than 10%. Finally, response modification factor of 3.0 and over-strength factor of 2.0 and 2.5 are proposed for design of typical diagrid and tube-in-tube diagrid buildings, respectively.
Keywords
diagrid system; pushover; Incremental Dynamic Analysis (IDA); collapse margin ratio; FEMA P695; high-rise building;
Citations & Related Records
Times Cited By KSCI : 22  (Citation Analysis)
연도 인용수 순위
1 Al-Kodmany, K. and Ali, M.M. (2016), "An Overview of Structural and Aesthetic Developments in Tall Buildings Using Exterior Bracing and Diagrid Systems", Int. J. High-Rise Build., 5(4), 271-291. https://doi.org/10.21022/ijhrb.2016.5.4.271.   DOI
2 Ali, M.M. and Moon, K.S. (2011), "Structural developments in tall buildings: Current trends and future prospects", Architect. Sci. Rev., 50(3), 205-223. https://doi.org/10.3763/asre.2007.5027.   DOI
3 ANSI, A. (2016), AISC 341-16: Seismic Provisions for Structural Steel Buildings, Chicago, Illinois, USA: American Institute of Steel Construction (AISC).
4 ANSI, A. (2016), AISC 360-16, Specification for Structural Steel Buildings.
5 ANSI/AISC 341-10 (2010), Seismic Provisions for Structural Steel Buildings, American Institute of Steel Construction. Chicago, IL.
6 Asadi, E. and Adeli, H. (2017), "Diagrid: An innovative, sustainable, and efficient structural system", Struct. Des. Tall Spec. Build., 26(8). https://doi.org/10.1002/tal.1358.
7 Asadi, E. and Adeli, H. (2018), "Nonlinear behavior and design of mid-to high-rise diagrid structures in seismic regions", Eng. J. Amer. Institute Steel Construct., 55(3), 161-180
8 Cina. Ministry of Construction of the People (2001), Code for seismic design of buildings. China Architecture & Building Press.
9 Boake, T.M. (2014), Diagrid structures: systems, connections, details, Walter de Gruyter
10 Boake, T.M. (2016), "The Emergence of the Diagrid - It's All About the Node", Int. J. High-Rise Build., 5(4), 293-304. https://doi.org/10.21022/ijhrb.2016.5.4.293.   DOI
11 Code, U.B. (1997), International Conference of Building Officials, Uniform Building Code, Whittier, California.
12 Council, I.C. (2015), 2015 IBC: International Building Code, ICC, International Code Council, Incorporated.
13 CSI (Computers and Structures, Inc.) (2006), Perform 3D, Nonlinear Analysis and Performance Assessment for 3D Structures User Guide, Version 4.
14 Farahi, M. and Mofid, M. (2013), "On the quantification of seismic performance factors of Chevron Knee Bracings, in steel structures", Eng. Struct., 46, 155-164. https://doi.org/10.1016/j.engstruct.2012.06.026.   DOI
15 FEMA P695 (2009), Quantification of building seismic performance factors, Federal Emergency Management Agency, Washington, D.C.
16 Freeman, S.A. (1990), "On the correlation of code forces to earthquake demands", Proceedings of Fourth US-Japan Workshop on Improvement of Building Structural Design and Construction Practices.
17 Gade, V.P. and Sahoo, D.R. (2016), "Evaluation of collapseresistance of special truss moment frames as per FEMAp695 approach", Eng. Struct., 126, 505-515. doi:https://doi.org/10.1016/j.engstruct.2016.08.015.   DOI
18 Gunel, M.H. and Ilgin, H.E. (2014), Tall buildings: structural systems and aerodynamic form, Routledge.
19 Song, L.L. and Guo, T. (2017), "Probabilistic seismic performance assessment of self-centering prestressed concrete frames with web friction devices", Earthq. Struct., 12(1), 109-118. https://doi.org/10.12989/eas.2017.12.1.109.   DOI
20 Shi, Q. and Zhang, F. (2019), "Simplified calculation of shear lag effect for high-rise diagrid tube structures", J. Build., Eng., 22, 486-495. https://doi.org/10.1016/j.jobe.2019.01.009.   DOI
21 Starossek, U.J.E.S. (2007), "Typology of progressive collapse", Eng. Struct., 29(9), 2302-2307. https://doi.org/10.1016/j.engstruct.2006.11.025.   DOI
22 Taranath, B. (2012), Structural Analysis and Design of Tall Buildings,'Steel and Composite Construction'CRC Press, Taylor & Francis, Group.
23 Trabelsi, A., Kammoun, Z. and Beddey, A. (2017), "Seismic retrofitting of a tower with shear wall in UHPC based dune sand", Earthq. Struct., 12(6), 591-601. https://doi.org/10.12989/eas.2017.12.6.591.   DOI
24 Vamvatsikos, D. (2002), Seismic performance, capacity and reliability of structures as seen through incremental dynamic analysis, Citeseer.
25 Vamvatsikos, D. and Cornell, C.A. (2002), "Incremental dynamic analysis", Earthq. Eng. Struct. Dyn., 31(3), 491-514. https://doi.org/10.1002/eqe.141.   DOI
26 Veismoradi, S. and Darvishan, E. (2018), "Probabilistic seismic assessment of mega buckling-restrained braced frames under near-fault ground motions", Earthq. Struct., 15(5), 487-498. https://doi.org/10.12989/eas.2018.15.5.487.   DOI
27 Vidic, T., Fajfar, P. and Fischinger, M. (1994), "Consistent inelastic design spectra: Strength and displacement", Earthq.Eng. Struct. Dyn., 23(5), 507-521. https://doi.org/10.1002/eqe.4290230504.   DOI
28 Whittaker, A., Hart, G. and Rojahn, C. (1999), "Seismic response modification factors", J. Struct. Eng., 125(4), 438-444. https://doi.org/10.1061/(asce)0733-9445(1999)125:4(438).   DOI
29 Heshmati, M. and Aghakouchak, A.A. (2018), "Quantification of seismic performance factors of steel diagrid system", Struct. Des. Tall Spec. Build., 28(3), e1572. doi:https://doi.org/10.1002/tal.1572.   DOI
30 Hashemi, S.S., Sadeghi, K., Vaghefi, M. and Shayan, K. (2017), "Evaluation of ductility and response modification factor in moment-resisting steel frames with CFT columns", Earthq. Struct., 12(6), 643-652. doi:https://doi.org/10.12989/eas.2017.12.6.643.   DOI
31 Heshmati, M., Khatami, A. and Shakib, H. (2020), "Seismic performance assessment of tubular diagrid structures with varying angles in tall steel buildings", Struct., 25, 113-126. https://doi.org/10.1016/j.istruc.2020.02.030.   DOI
32 Kamaludin, P.N.C., Kassem, M.M., Farsangi, E.N., Nazri, F.M. and Yamaguchi, E. (2020), "Seismic resilience evaluation of RC-MRFs equipped with passive damping devices", Earthq. Struct., 18(3), 391-405. doi:https://doi.org/10.12989/eas.2020.18.3.391.   DOI
33 Kheyroddin, A. and Mashhadiali, N. (2018), "Response modification factor of concentrically braced frames with hexagonal pattern of braces", J. Construct. Steel Res., 148, 658-668. https://doi.org/10.1016/j.jcsr.2018.06.024.   DOI
34 Kim, J. and Kong, J. (2012), "Progressive collapse behavior of rotor-type diagrid buildings", Struct. Des. Tall Spec. Build., 22(16), https://doi.org/10.1002/tal.762.
35 Kim, J. and Lee, Y.H. (2012), "Seismic performance evaluation of diagrid system buildings", Struct. Des. Tall Spec. Build., 21(10), 736-749. https://doi.org/10.1002/tal.643.   DOI
36 Kim, J., Park, J., Shin, S.W. and Min, K.W. (2009), "Seismic performance of tubular structures with buckling restrained braces", Struct. Des. Tall Spec. Build., 18(4), 351-370. doi:https://doi.org/10.1002/tal.420.   DOI
37 Kim, Y.J., Jung, I.Y., Ju, Y.K., Park, S.J. and Kim, S.D. (2010), "Cyclic behavior of diagrid nodes with H-section braces", J. Struct. Eng., 136(9), 1111-1122. https://doi.org/10.1061/(asce)st.1943-541x.0000203.   DOI
38 Li, T., Yang, T.Y. and Tong, G. (2019), "Performance-based plastic design and collapse assessment of diagrid structure fused with shear link", Struct. Des. Tall Spec. Build., 28(6), e1589. https://doi.org/10.1002/tal.1589.   DOI
39 Kwon, K. and Kim, J. (2014), "Progressive collapse and seismic performance of twisted diagrid buildings", Int. J. High-Rise Build., 3(3), 223-230. doi:https://doi.org/10.21022/IJHRB.2014.3.3.223.
40 Leonard, J. (2007), Investigation of shear lag effect in high-rise buildings with diagrid system, Ph.D. Dissertation, Massachusetts Institute of Technology.
41 Li, Z., He, M., Lam, F., Zhou, R. and Li, M. (2017), "Seismic reliability evaluation of steel-timber hybrid shear wall systems", Earthq. Struct., 13(3), 289-297. doi:https://doi.org/10.12989/eas.2017.13.3.289.   DOI
42 Liu, C., Li, Q., Lu, Z. and Wu, H. (2018), "A review of the diagrid structural system for tall buildings", Struct. Des. Tall Spec. Build., 27(4), https://doi.org/10.1002/tal.1445.
43 Milana, G., Olmati, P., Gkoumas, K. and Bontempi, F. (2015), "Ultimate capacity of diagrid systems for tall buildings in nominal configuration and damaged state", Periodica Polytechnica Civil Eng., 59(3), 381-391. https://doi.org/10.3311/PPci.7795.   DOI
44 Miranda, E. and Bertero, V.V. (1994), "Evaluation of strength reduction factors for earthquake-resistant design", Earthq. Spectra. 10(2), 357-379. doi:https://doi.org/10.1193%2F1.1585778.   DOI
45 Moghaddasi B,N.S. and Zhang, Y. (2013), "Seismic analysis of diagrid structural frames with shear-link fuse devices", Earthq. Eng. Eng. Vib., 12(3), 463-472. doi:https://doi.org/10.1007/s11803-013-0186-9.   DOI
46 Montuori, G.M., Mele, E., Brandonisio, G. and De Luca, A. (2014), "Design criteria for diagrid tall buildings: Stiffness versus strength", Struct. Des. Tall Spec. Build., 23(17), 1294-1314. doi:https://doi.org/10.1002/tal.1144.   DOI
47 Asadi, E., Li, Y. and Heo, Y. (2018), "Seismic performance assessment and loss estimation of steel diagrid structures", J. Struct. Eng., 144(10), 04018179. https://doi.org/10.1061/(asce)st.1943-541x.0002164.   DOI
48 ASCE (2013), "ASCE/SEI 41-13: Seismic evaluation and retrofit of existing buildings".
49 ASCE/SEI 7-16 (2016), Minimum Design Loads for Buildings and Other Structures, American Society of Civil Engineering
50 ATC-19 (1995), Structural response modification factors, Applied Technology Council, Redwood City, California
51 ATC-34 (1995), A critical review of current approaches to earthquakeresistant design, Applied Technology Council, Redwood City, California.
52 ATC3-06 (1978), Tentative provisions for the development of seismic regulations for buildings, Applied Technology Council, Redwood City, California.
53 Baker, W., Besjak, C., Sarkisian, M., Lee, P. and Doo, C.S. (2010), "Proposed methodology to determine seismic performance factors for steel diagrid framed systems", Council Tall Build. Urban Habitat.
54 Beilic, D., Casotto, C., Nascimbene, R., Cicola, D. and Rodrigues, D. (2017), "Seismic fragility curves of single storey RC precast structures by comparing different Italian codes", Earthq. Struct., 12(3), 359-374. https://doi.org/10.12989/eas.2017.12.3.359.   DOI
55 Black, K.G., Wenger, W.A. and Popov, E.P. (1980), Inelastic Buckling of Steel Struts Under Cyclic Load Reversal, Report 80/40. Earthquake Engineering Research center, University of California, Berkeley.
56 Newmark, N.M. and Hall, W.J. (1982), "Earthquake spectra and design, EERI Monograph Series", Earthq. Eng. Res. Institute, Berkeley, C.A.
57 Montuori, G.M., Mele, E., Brandonisio, G. and De Luca, A. (2014), "Secondary bracing systems for diagrid structures in tall buildings", Eng. Struct., 75, 477-488. https://doi.org/10.1016/j.engstruct.2014.06.011.   DOI
58 Moon, K.S. (2008), "Sustainable structural engineering strategies for tall buildings", Struct. Des. Tall Spec. Build., 17(5), 895-914. https://doi.org/10.1002/tal.475.   DOI
59 Moon, K.S., Connor, J.J. and Fernandez, J.E. (2007), "Diagrid structural systems for tall buildings: Characteristics and methodology for preliminary design", Struct. Des. Tall Spec. Build., 16(2), 205-230. https://doi.org/10.1002/tal.311.   DOI
60 Nobahar, E., Farahi, M. and Mofid, M. (2016), "Quantification of seismic performance factors of the buildings consisting of disposable knee bracing frames", J. Construct. Steel Res., 124, 132-141. https://doi.org/10.1016/j.jcsr.2016.05.007.   DOI
61 Ozkilic, Y.O., Bozkurt, M.B. and Topkaya, C. (2018), "Evaluation of seismic response factors for BRBFs using FEMA P695 methodology", J. Construct. Steel Res., 151, 41-57. https://doi.org/10.1016/j.jcsr.2018.09.015.   DOI
62 Pejovic, J.R., Serdar, N.N. and Pejovic, R.R. (2017), "Optimal intensity measures for probabilistic seismic demand models of RC high-rise buildings", Earthq. Struct., 13(3), 221-230. https://doi.org/10.12989/eas.2017.13.3.221.   DOI
63 Pejovic, J.R., Serdar, N.N. and Pejovic, R.R. (2018), "Novel optimal intensity measures for probabilistic seismic analysis of RC high-rise buildings with core", Earthq. Struct., 15(4), 443-452. https://doi.org/10.12989/eas.2018.15.4.443.   DOI
64 Sadeghi, S. and Rofooei, F.R. (2018), "Quantification of the seismic performance factors for steel diagrid structures", J. Construct. Steel Res., 146, 155-168. https://doi.org/10.1016/j.jcsr.2018.03.018.   DOI
65 Starossek, U. (2009), Progressive collapse of structures, London: thomas telford.
66 Zhang, C., Zhao, F. and Liu, Y. (2012), "Diagrid tube structures composed of straight diagonals with gradually varying angles", Structural Des. Tall Spec. Build., 21(4), 283-295. https://doi.org/10.1002/tal.596.   DOI
67 Zhao, F. and Zhang, C. (2015), "Diagonal arrangements of diagrid tube structures for preliminary design", Struct. Des. Tall Spec. Build., 24(3), 159-175. https://doi.org/10.1002/tal.1159.   DOI