Optimization of Sky-Bridge location at coupled high-rise buildings considering seismic vulnerability functions |
Arada, Ahmad Housam
(School of Civil Engineering, Universiti Sains Malaysia)
Ozturk, Baki (Department of Civil Engineering, Hacettepe University, Faculty of Engineering) Kassem, Moustafa Moufid (School of Civil Engineering, Universiti Sains Malaysia) Nazri, Fadzli Mohamed (School of Civil Engineering, Universiti Sains Malaysia) Tan, Chee Ghuan (Department of Civil Engineering, Faculty of Engineering, Universiti Malaya) |
1 | Karimi-Moridani, K., Zarfam, P. and Ghafory-Ashtiany, M. (2017), "Seismic failure probability of a curved bridge based on analytical and neural network approaches", Shock Vib., 2017, Article ID 2408234. https://doi.org/10.1155/2017/2408234. DOI |
2 | UBC (1997), International Conference of Building Officials. |
3 | Faghihmaleki, H., Roosta, H., Aini, A.H. and Najafi, E.K. (2016), "Using fragility curves for the evaluation of seismic improvement of steel moment frames", Afyon Kocatepe universitesi Fen Ve Muhendislik Bilimleri Dergisi, 16(2), 323-337. https://doi.org/10.5578/fmbd.26470. DOI |
4 | Beiraghi, H. (2017), "Earthquake effects on the energy demand of tall reinforced concrete walls with buckling-restrained brace outriggers", Struct. Eng. Mech., 63(4), 521-536. https://doi.org/10.12989/sem.2017.63.4.521. DOI |
5 | Abbood, I.S., Mahmod, M., Hanoon, A.N., Jaafar, M.S. and Mussa, M.H. (2018), "Seismic response analysis of linked twin tall buildings with structural coupling", Int. J. Civil Eng. Technol., 9, 208-219. |
6 | ACI Committee 318 (2014), Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary (ACI 318R-14), American Concrete Institute, Farmington Hills, MI, 519. |
7 | AISC (2016), Specification for Structural Steel Buildings, American Institute of Steel Construction ANSI/AISC 360-16, Chicago, Illinois. |
8 | Brunesi, E., Nascimbene, R. and Casagrande, L. (2016), "Seismic analysis of high-rise mega-braced frame-core buildings", Eng. Struct., 115, 1-17. https://doi.org/10.1016/j.engstruct.2016.02.019. DOI |
9 | COSMOS Virtual Data Center (2014), Consortium of Organizations for Strong Motion Observation Systems. |
10 | De Stefano, M. and Pintucchi, B. (2008), "A review of research on seismic behaviour of irregular building structures since 2002", Bull. Earthq. Eng., 6(2), 285-308. https://doi.org/10.1007/s10518-007-9052-3. DOI |
11 | Gurley, K., Kareem, A., Bergman, L.A., Johnson, E.A. and Klein, R.E. (1994), "Coupling tall buildings for control of response to wind", Struct. Saf. Reliab., 1994, 1553. |
12 | Wu, Q.Y., Zhu, H.P. and Fan, J. (2012), "Structural vulnerability analysis based on beta distribution", Adv. Mater. Res., 368, 765-770. https://doi.org/10.4028/www.scientific.net/AMR.368-373.765. DOI |
13 | Haramoto, H., Seto, K. and Koike, Y. (2000), "Active vibration control of triple flexible structures arranged in parallel", Int. J. Ser. C Mech. Syst. Mach. Elem. Manuf., 43(3), 712-718. https://doi.org/10.1299/jsmec.43.712. DOI |
14 | Ibrahim, Y.E. and El-Shami, M.M. (2011), "Seismic fragility curves for mid-rise reinforced concrete frames in Kingdom of Saudi Arabia", IES J. Part A: Civil Struct. Eng., 4(4), 213-223. https://doi.org/10.1080/19373260.2011.609325. DOI |
15 | Kamagata, K., Miyajima, K. and Seto, K. (1996), "Optimal design of damping devices for vibration control of parallel structures", Proc., 3rd Int. Conf. on Motion and Vibration Control (MOVIC), 2, 334-339, September. |
16 | Patil, A.S. and Kumbhar, P.D. (2013), "Time history analysis of multistoried RCC buildings for different seismic intensities", Int. J. Struct. Civil Eng. Res., 2(3), 194-201. |
17 | Song, J. and Tse, K.T. (2014), "Dynamic characteristics of wind-excited linked twin buildings based on a 3-dimensional analytical model", Eng. Struct., 79, 169-181. https://doi.org/10.1016/j.engstruct.2014.08.015. DOI |
18 | Yazdani, Y. and Alembagheri, M. (2017), "Seismic vulnerability of gravity dams in near-fault areas", Soil Dyn. Earthq. Eng., 102, 15-24. https://doi.org/10.1016/j.soildyn.2017.08.020. DOI |
19 | Kassem, M.M., Nazri, F.M. and Farsangi, E.N. (2020), "On the quantification of collapse margin of a retrofitted university building in Beirut using a probabilistic approach", Eng. Sci. Technol. Int. J., 23(2), 373-381. https://doi.org/10.1016/j.jestch.2019.05.003. DOI |
20 | Kassem, M.M., Nazri, F.M., Wei, L.J., Tan, C.G., Shahidan, S. and Zuki, S.S.M. (2019), "Seismic fragility assessment for momentresisting concrete frame with setback under repeated earthquakes", Asian J. Civil Eng., 20(3), 465-477. https://doi.org/10.1007/s42107-019-00119-z. DOI |
21 | Mahmoud, S. (2019), "Horizontally connected high-rise buildings under earthquake loadings", Ain Shams Eng. J., 10(1), 227-241. https://doi.org/10.1016/j.asej.2018.12.007. DOI |
22 | Lallemant, D. and Kiremidjian, A. (2015), "A beta distribution model for characterizing earthquake damage state distribution", Earthq. Spectra, 31(3), 1337-1352. https://doi.org/10.1193/012413EQS013M. DOI |
23 | Lallemant, D. and Kiremidjian, A. (2015), "A beta distribution model for characterizing earthquake damage state distribution", Earthq. Spectra, 31(3), 1337-1352. https://doi.org/10.1193/012413EQS013M. DOI |
24 | Lim, J. (2008), "Structural coupling and wind-induced response of twin tall buildings with a skybridge", Colorado State University. |
25 | Matsumoto, Y. (1998), "Vibration control for multiple building structures connected with active bridges", Proceedings of the Second World Conference on Structural Control, 1, 329-337, John Wiley & Sons. |
26 | McCall, A.J.T. (2013), "Structural analysis and optimization of skyscrapers connected with skybridges and atria", Doctoral Dissertation, Brigham Young University. |
27 | Nazri, F.M., Miari, M.A., Kassem, M.M., Tan, C.G. and Farsangi, E.N. (2019), "Probabilistic evaluation of structural pounding between adjacent buildings subjected to repeated seismic excitations", Arab J. Sci. Eng., 44(5), 4931-4945. https://doi.org/10.1007/s13369-018-3666-4 DOI |
28 | Sandoval, M.R., Ugarte, L.B. and Spencer, B.F. (2012), "September. Study of structural control in coupled buildings", Proceeding of the 15th World Conference on Earthquake Engineering, Lisbon, Portugal. |
29 | Li, Y.W., Yam, M.C. and Cao, K. (2020), "Seismic collapse risk of RC frames with irregular distributed masonry infills", Struct. Eng. Mech., 76(3), 421-433. https://doi.org/10.12989/sem.2020.76.3.421. DOI |
30 | Pacific Earthquake Engineering Research Center (PEER) (2011), PEER Ground Motion Database. |
31 | Shin, J., Kim, J. and Lee, K. (2014). "Seismic assessment of damaged piloti-type RC building subjected to successive earthquakes", Earthq. Eng. Struct. Dyn., 43(11), 1603-1619. https://doi.org/10.1002/eqe.2412. DOI |
32 | Sugino, S., Sakai, D., Kundu, S. and Seto, K. (1999), "Vibration control of parallel structures connected with passive devices designed by GA", Proceedings of the 2nd World Conference on Structural Control, 1, John Wiley and Sons, Chichester. |
33 | Xue, Q., Wu, C.W., Chen, C.C. and Chen, K.C. (2008), "The draft code for performance-based seismic design of buildings in Taiwan", Eng. Struct., 30(6), 1535-1547. https://doi.org/10.1016/j.engstruct.2007.10.002. DOI |
34 | Christenson, R.E. and Spencer, B.F. (2001), "Semiactive control of civil structures for natural hazard mitigation: Analytical and experimental studies", Doctoral Dissertation, Department of Civil Engineering and Geological Sciences, University of Notre Dame. |
35 | Yamin, L.E., Hurtado, A., Rincon, R., Dorado, J.F. and Reyes, J.C. (2017), "Probabilistic seismic vulnerability assessment of buildings in terms of economic losses", Eng. Struct., 138, 308-323. https://doi.org/10.1016/j.engstruct.2017.02.013. DOI |
36 | Zhu, H., Wen, Y. and Iemura, H. (2001), "A study on interaction control for seismic response of parallel structures", Comput. Struct., 79(2), 231-242. https://doi.org/10.1016/S0045-7949(00)00119-X. DOI |
37 | Manafpour, A.R. and Moghaddam, P.K. (2014), "Probabilistic approach to performance-based seismic design of RC frames", Second International Conference on Vulnerability, Uncertainty, and Risk: Quantification Mitigation, and, Management, Liverpool, UK, July. |
38 | Abedi-Nik, F. and Khoshnoudian, F. (2014), "Evaluation of ground motion scaling methods in soil-structure interaction analysis", Struct. Des. Tall Spec. Build., 23(1), 54-66. https://doi.org/10.1002/tal.1021. DOI |
39 | Ay, B.O. and Akkar, S. (2014), "Evaluation of a recently proposed record selection and scaling procedure for low-rise to mid-rise reinforced concrete buildings and its use for probabilistic risk assessment studies", Earthq. Eng. Struct. Dyn., 43(6), 889-908. https://doi.org/10.1002/eqe.2378 DOI |
40 | Hokmabadi, A.S., Fatahi, B. and Samali, B. (2014), "Assessment of soil-pile-structure interaction influencing seismic response of mid-rise buildings sitting on floating pile foundations", Comput. Geotech., 55, 172-186. https://doi.org/10.1016/j.compgeo.2013.08.011. DOI |
41 | Klein, R.E., RE, K. and JJ, S. (1972), "Investigation of a method to stabilize wind induced oscillations in large structures". |
42 | Lee, D.G., Kim, H.S. and Ko, H. (2012), "Evaluation of coupling-control effect of a sky-bridge for adjacent tall buildings", Struct. Des. Tall Spec. Build., 21(5), 311-328. https://doi.org/10.1002/tal.592. DOI |
43 | Lu, W. and Lu, X. (2000), "Seismic model test and analysis of multi-tower high-rise buildings", Proceedings of the 12th International Conference on Tall Buildings, 281, 1-8. |
44 | Manohar, S. and Madhekar, S. (2015), "Planning for aseismic buildings", Seismic Design of RC Buildings, Springer, New Delhi. |
45 | Muntasir Billah, A.H.M. and Shahria Alam, M. (2015), "Seismic fragility assessment of highway bridges: A state-of-the-art review", Struct. Infrastr. Eng., 11(6), 804-832. https://doi.org/10.1080/15732479.2014.912243. DOI |