Seismic behaviour of high-rise frame-core tube structures considering dynamic soil–structure interaction

Bulletin of Earthquake Engineering - Tập 20 - Trang 5073-5105 - 2022
Xiaofeng Zhang1, Harry Far1
1School of Civil and Environmental Engineering, Faculty of Engineering and Information Technology, University of Technology Sydney (UTS), Ultimo, Australia

Tóm tắt

As the population grows and land prices rise, high-rise buildings are becoming more and more common and popular in urban cities. The traditional high-rise building design method generally assumes the structure is fixed at the base because the influence of soil–structure interaction is considered to be beneficial to the response of structures under the earthquake excitation. However, recent earthquakes and studies indicated that SSI may exert detrimental effects on commonly used structural systems. In this study, a numerical soil–structure model is established in Abaqus software to explore the impacts of SSI on high-rise frame-core tube structures. The seismic response of frame-core tube structures with various structural heights, height–width ratios, foundation types and soil types is studied. The numerical simulation results including maximum lateral deflections, foundation rocking, inter-storey drifts and base shears of rigid-base and flexible-base buildings are discussed and compared. The results reveal the lateral displacement and inter-storey drifts of the superstructure can be amplified when SSI is taken into account, while the base shears are not necessarily reduced. Increasing the stiffness of the foundation and the subsoil can generally increase the seismic demand of structures. It has been concluded that it is neither safe nor economical to consider only the beneficial effects of SSI or to ignore them in structural design practice.

Tài liệu tham khảo

Al Agha W, Almorad WA, Umamaheswari N, Alhelwani A (2021) Study the seismic response of reinforced concrete high-rise building with dual framed-shear wall system considering the effect of soil structure interaction. Mater Today Proc 43:2182–2188 Anand V, Satish Kumar SR (2018) Seismic soil-structure interaction: a state-of-the-art review. Structures 16:317–326 AS1170.4 (2007) Structural design actions: part 4: earthquake actions in Australia. Australian standards, Sydney AS3600 (2018) Concrete structures. Australian standards, Sydney Ayala F, Sáez E, Magna-Verdugo C (2022) Computational modelling of dynamic soil-structure interaction in shear wall buildings with basements in medium stiffness sandy soils using a subdomain spectral element approach calibrated by micro-vibrations. Eng Struct 252:113668 Bowles JE (2001) Foundation analysis and design, 5th edn. McGraw-Hill International, New York Building Seismic Safety Council (BSSC) (1997) NEHRP guidelines for the seismic rehabilitation of buildings. 1997 edition, Part 1: Provisions and Part 2: Commentary. FEMA 273/274, FEMA, Washington, DC Dassault Systèmes SIMULIA (2012) Abaqus analysis user’s manual. Dassault Systèmes SIMULIA Corporation, Minneapolis El Ganainy H, El Naggar MH (2009) Seismic performance of three-dimensional frame structures with underground stories. Soil Dyn Earthq Eng 29:1249–1261 Far H, Flint D (2017) Significance of using isolated footing technique for residential construction on expansive soils. Front Struct Civ Eng 11(1):123–129 Far H (2019) Dynamic behaviour of unbraced steel frames resting on soft ground. Steel Construction 12(2):135–140 Fatahi B, Tabatabaiefar HR (2014) Effects of soil plasticity on seismic performance of mid-rise building frames resting on soft soils. Adv Struct Eng 17(10):1387–1402 Forcellini D (2021) Analytical fragility curves of shallow-founded structures subjected to Soil-Structure Interaction (SSI) effects. Soil Dyn Earthq Eng 141:106487 Gao L, Fang E, Qian J (2005) Conceptual design of high-rise building structure. China Planning Press, Beijing GB50011 (2010) Code for seismic design of buildings. China Architecture and Building Press, Beijing Gu Y, Liu JB, Du YX (2007) 3D consistent viscous-spring artificial boundary and viscous-spring boundary element. Eng Mech 24(12):31–37 Hokmabadi AS, Fatahi B, 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 Hokmabadi AS, Fatahi B, Samali B (2015) Physical modeling of seismic soil-pile-structure interaction for buildings on soft soils. Int J Geomech 15(2):04014046 IBC (2012) International Building Code. International Code Council (ICC) Kamal M, Inel M, Cayci BT (2022) Seismic behavior of mid-rise reinforced concrete adjacent buildings considering soil-structure interaction. J Build Eng. https://doi.org/10.1016/j.jobe.2022.104296 Kramer SL (1996) Geotechnical Earthquake Engineering. Prentice Hall, Upper Saddle River Liu JB, Du YX, Du XL, Wang ZY, Wu J (2006) 3D viscous-spring artificial boundary in time domain. Earthq Eng Eng Vib 5(1):93–102 Liu ST, Li PZ, Zhang WY, Lu Z (2020) Experimental study and numerical simulation on dynamic soil-structure interaction under earthquake excitations. Soil Dyn Earthq Eng 138:106333 Ma SJ, Chi MJ, Chen HJ, Chen S (2020) Implementation of viscous-spring boundary in ABAQUS and comparative study on seismic motion input methods. Chin J Rock Mech Eng 39(7):1445–1457 Mylonakis G, Gazetas G (2000) Seismic soil-structure interaction: beneficial or detrimental? J Earthq Eng 4:377–401 Nasab MSE, Chun S, Kim J (2021) Soil-structure interaction effect on seismic retrofit of a soft first-story structure. Structures 32:1553–1564 National Building Code of Canada (NBCC) (2010) NRC Institute for Research in Construction, Canada NZS1170.5 (2007) Structural design actions-part 5: earthquake actions-New Zealand, New Zealand Standards, Wellington Park D, Hashash YMA (2004) Soil damping formulation in nonlinear time domain site response analysis. J Earthquake Eng 8(2):249–274 Saleh A, Far H, Mok L (2018) Effects of different support conditions on experimental bending strength of thin walled cold formed steel storage upright frames. J Constructional Steel Res 150:1–6 Scarfone R, Morigi M, Conti R (2020) Assessment of dynamic soil-structure interaction effects for tall buildings: A 3D numerical approach. Soil Dyn Earthq Eng 128:105864 Seed HB, Murarka R, Lysmer J, Idriss IM (1976) Relationships of maximum acceleration, maximum velocity, distance from source, and local site conditions for moderately strong earthquakes. B Seismol Soc Am 66(4):1323–1342 Seed HB, Wong R, Idriss IM, Tokimatsu K (1986) Moduli and damping factors for dynamic analysis of cohesionless soil. Int J Geotech Eng 112(11):1016–1032 Sharma N, Dasgupta K, Dey A (2018) A state-of-the-art review on seismic SSI studies on building structures. Innov Infrastruct so 3(22):1–16 Sun JI, Golesorkhi R, Seed B (1998) Dynamic module and damping ratios for cohesive soils. Earthquake Engineering Research Centre, Report No. UCB/EERC-88/15, University of California, Berkeley Tabatabaiefar HR, Fatahi B, Samali B (2013) Seismic behaviour of building frames considering dynamic soil-structure interaction. Int J Geomech 13(4):409–420 Tabatabaiefar HR, Fatahi B (2014) Idealisation of soil-structure system to determine inelastic seismic response of mid-rise building frames. Soil Dyn Earthq Eng 66:339–351 Tabatabaiefar HR, Mansoury B, Khadivi Zand MJ, Potter D (2017) Mechanical properties of sandwich panels constructed from polystyrene/cement mixed cores and thin cement sheet facings. J Sandwich Struct Mater 19(4):456–481 Tabatabaiefar HR (2016) Detail design and construction procedure of laminar soil containers for experimental shaking table tests. Int J Geotech Eng 10(4):328–336 Van Nguyen Q, Fatahi B, Hokmabadi AS (2017) Influence of size and load-bearing mechanism of piles on seismic performance of buildings considering soil-pile-structure interaction. Int J Geomech 17(7):04017007 Wolf JP (1985) Dynamic soil-structure interaction. Prentice-Hall, Englewood Cliffs Wolf JP, Deeks AJ (2004) Foundation vibration analysis: a strength of-materials approach. Elsevier, Oxford Yang JP, Lu Z, Li PZ (2020) Large-scale shaking table test on tall buildings with viscous dampers considering pile-soil-structure interaction. Eng Struct 220:110960 Yashinsky M (1998) The Loma Prieta California, earthquake of October 17, 1989—highway systems. Professional paper 1552-B. U.S. Geological Survey Zhang WY, Liu ST, Shokrabadi M, Dehghanpoor A, Taciroglu E (2022) Nonlinear seismic fragility assessment of tall buildings equipped with tuned mass damper (TMD) and considering soil-structure interaction effects. B Earthq Eng. https://doi.org/10.1007/s10518-022-01363-6 Zhang XF, Far H (2021) Effects of dynamic soil-structure interaction on seismic behaviour of high-rise buildings. B Earthq Eng. https://doi.org/10.1007/s10518-021-01176-z