Controlling interstory drift ratio profiles via topology optimization strategies

Wenjun GAO , Xilin LU

Front. Struct. Civ. Eng. ›› 2023, Vol. 17 ›› Issue (2) : 165 -178.

PDF (11973KB)
Front. Struct. Civ. Eng. ›› 2023, Vol. 17 ›› Issue (2) : 165 -178. DOI: 10.1007/s11709-022-0892-3
RESEARCH ARTICLE
RESEARCH ARTICLE

Controlling interstory drift ratio profiles via topology optimization strategies

Author information +
History +
PDF (11973KB)

Abstract

An approach to control the profiles of interstory drift ratios along the height of building structures via topology optimization is proposed herein. The theoretical foundation of the proposed approach involves solving a min–max optimization problem to suppress the maximum interstory drift ratio among all stories. Two formulations are suggested: one inherits the bound formulation and the other utilizes a p-norm function to aggregate all individual interstory drift ratios. The proposed methodology can shape the interstory drift ratio profiles into inverted triangular or quadratic patterns because it realizes profile control using a group of shape weight coefficients. The proposed formulations are validated via a series of numerical examples. The disparity between the two formulations is clear. The optimization results show the optimal structural features for controlling the interstory drift ratios under different requirements.

Graphical abstract

Keywords

interstory drift ratio / aggregation function / bound formulation / min–max problem / topology optimization

Cite this article

Download citation ▾
Wenjun GAO, Xilin LU. Controlling interstory drift ratio profiles via topology optimization strategies. Front. Struct. Civ. Eng., 2023, 17(2): 165-178 DOI:10.1007/s11709-022-0892-3

登录浏览全文

4963

注册一个新账户 忘记密码

References

[1]

GB50011-2010. Code for Seismic Design of Buildings. Beijing: Ministry of Construction of China, 2010 (in Chinese)

[2]

ATC. Guidelines for SEISMIC PERFORMANCE ASSessment of Buildings. Redwood City (CA): Applied Technology Council, 2007

[3]

SNZ. Concrete Structures Standard. Wellington: Standards New Zealand, 2004

[4]

ASCE/SEI7-02. Minimum Design Loads for Buildings and Other Structures. Reston, VA: American Society of Civil Engineers, 2016

[5]

Moehle J P, Mahin S A. Observations on the behavior of reinforced concrete buildings during earthquakes. American Concrete Institute Special Publication, Earthquake-Resistant Concrete Structures—Inelastic Response and Design, 1991, 127: 67–90

[6]

Mayes R L. Interstory drift design and damage control issues. Structural Design of Tall Buildings, 1995, 4(1): 15–25

[7]

Griffis L G. Serviceability limit states under wind load. Engineering Journal AISC, 1993, 30(1): 1–16

[8]

PaulayTPriestleyM J N. Seismic Design of reinforced Concrete and Masonry Buildings. New York: John Wiley and Sons, 1992

[9]

Kirac N, Dogan M, Ozbasaran H. Failure of weak-storey during earthquakes. Engineering Failure Analysis, 2011, 18(2): 572–581

[10]

Jara J M, Hernández E J, Olmos B A, Martínez G. Building damages during the September 19, 2017 earthquake in Mexico City and seismic retrofitting of existing first soft-story buildings. Engineering Structures, 2020, 209: 109977

[11]

Agha BeigiHSullivanT JCalviG MChristopoulosC. Controlled soft storey mechanism as a seismic protection system. In: The 10th International Conference on Urban Earthquake Engineering. Tokyo: Tokyo Institute of Technology, 2013

[12]

Lai J W, Mahin S A. Strongback system: A way to reduce damage concentration in steel-braced frames. Journal of Structural Engineering, 2015, 141(9): 04014223

[13]

Alavi B, Krawinkler H. Strengthening of moment-resisting frame structures against near-fault ground motion effects. Earthquake Engineering & Structural Dynamics, 2004, 33(6): 707–720

[14]

Moghaddam H, Hajirasouliha I, Doostan A. Optimum seismic design of concentrically braced steel frames: Concepts and design procedures. Journal of Constructional Steel Research, 2005, 61(2): 151–166

[15]

Lagaros N D, Papadrakakis M. Seismic design of RC structures: A critical assessment in the framework of multi-objective optimization. Earthquake Engineering & Structural Dynamics, 2007, 36(12): 1623–1639

[16]

Farahmand-Tabar S, Ashtari P. Simultaneous size and topology optimization of 3D outrigger-braced tall buildings with inclined belt truss using genetic algorithm. Structural Design of Tall and Special Buildings, 2020, 29(13): e1776

[17]

Kim C K, Kim H S, Hwang J S, Hong S M. Stiffness-based optimal design of tall steel frameworks subject to lateral loading. Structural Optimization, 1998, 15(3−4): 180–186

[18]

Chan C M, Zou X K. Elastic and inelastic drift performance optimization for reinforced concrete buildings under earthquake loads. Earthquake Engineering & Structural Dynamics, 2004, 33(8): 929–950

[19]

Zou X K, Chan C M. An optimal resizing technique for seismic drift design of concrete buildings subjected to response spectrum and time history loadings. Computers & Structures, 2005, 83(19−20): 1689–1704

[20]

Tomei V, Imbimbo M, Mele E. Optimization of structural patterns for tall buildings: the case of diagrid. Engineering Structures, 2018, 171: 280–197

[21]

Vu-Huu T, Phung-Van P, Nguyen-Xuan H, Abdel Wahab M. A polytree-based adaptive polygonal finite element method for topology optimization of fluid-submerged breakwater interaction. Computers & Mathematics with Applications (Oxford, England), 2018, 76(5): 1198–1218

[22]

Ghasemi H, Park H S, Rabczuk T. A multi-material level-set based topology optimization of flexoelectric composites. Computer Methods in Applied Mechanics and Engineering, 2018, 332: 47–62

[23]

Ghasemi H, Park H S, Alajlan N, Rabczuk T. A computational framework for design and optimization of flexoelectric materials. International Journal of Computational Methods, 2020, 17(1): 1850097

[24]

Hamdia K M, Ghasemi H, Zhuang X Y, Rabczuk T. Multilevel Monte Carlo method for topology optimization of flexoelectric composites with uncertain material properties. Engineering Analysis with Boundary Elements, 2022, 134: 412–418

[25]

Zhang J, Li Q. Identification of modal parameters of a 600-m-high skyscraper from field vibration tests. Earthquake Engineering & Structural Dynamics, 2019, 48(15): 1678–1698

[26]

Beghini L L, Beghini A, Katz N, Baker W F, Paulino G H. Connecting architecture and engineering through structural topology optimization. Engineering Structures, 2014, 59: 716–726

[27]

Xu J, Spencer B F Jr, Lu X. Performance-based optimization of nonlinear structures subject to stochastic dynamic loading. Engineering Structures, 2017, 134: 334–345

[28]

Wu S, He H, Cheng S, Chen Y. Story stiffness optimization of frame subjected to earthquake under uniform displacement criterion. Structural and Multidisciplinary Optimization, 2021, 63(3): 1533–1546

[29]

Gomez F, Spencer B F Jr, Carrion J. Topology optimization of buildings subjected to stochastic base excitation. Engineering Structures, 2020, 223: 111111

[30]

KreisselmeierGSteinhauserR. Systematic control design by optimizing a vector performance index. In: International Federation of Active Controls Symposium on Computer-Aided Design of Control Systems. Zurich: Pergamon Press Ltd., 1979

[31]

Lu X, Cui Y, Liu J, Gao W. Shaking table test and numerical simulation of a 1/2-scale self-centering reinforced concrete frame. Earthquake Engineering & Structural Dynamics, 2015, 44(12): 1899–1917

[32]

Gao W, Lu X. Modelling unbonded prestressing tendons in self-centering connections through improved sliding cable elements. Engineering Structures, 2019, 180: 809–828

[33]

Bendsøe M P, Kikuchi N. Generating optimal topologies in structural design using a homogenization method. Computer Methods in Applied Mechanics and Engineering, 1988, 71(2): 197–224

[34]

BendsøeM PSigmundO. Topology Optimization––Theory, Methods and Applications. Berlin: Springer, 2003

[35]

Wang F, Lazarov B S, Sigmund O. On projection methods, convergence and robust formulations in topology optimization. Structural and Multidisciplinary Optimization, 2011, 43(6): 767–784

[36]

Gao W, Wang F, Sigmund O. Systematic design of high-Q prestressed micro membrane resonators. Computer Methods in Applied Mechanics and Engineering, 2020, 361: 112692

[37]

ChopraA K. Dynamics of Structures: Theory and Applications to Earthquake Engineering. New Jersey: Prentice-Hall, 1995

[38]

Bendsøe M P, Olhoff N, Taylor J E. A variational formulation for multicriteria structural optimization. Journal of Structural Mechanics, 1983, 11(4): 523–544

[39]

James K A, Hansen J S, Martins J R R A. Structural topology optimization for multiple load cases using a dynamic aggregation technique. Engineering Optimization, 2009, 41(12): 1103–1118

[40]

Le C, Norato J, Bruns T, Ha C, Tortorelli D. Stress-based topology optimization for continua. Structural and Multidisciplinary Optimization, 2010, 41(4): 605–620

[41]

Gao W, Lu X, Wang S. Seismic topology optimization based on spectral approaches. Journal of Building Engineering, 2022, 47: 103781

[42]

Poon N M K, Martins J R R A. An adaptive approach to constraint aggregation using adjoint sensitivity analysis. Structural and Multidisciplinary Optimization, 2007, 34(1): 61–73

[43]

Sigmund O A. 99 line topology optimization code written in Matlab. Structural and Multidisciplinary Optimization, 2001, 21(2): 120–127

[44]

Andreassen E, Clausen A, Schevenels M, Lazarov B S, Sigmund O. Efficient topology optimization in Matlab using 88 lines of code. Structural and Multidisciplinary Optimization, 2011, 43(1): 1–16

[45]

Stolpe M, Svanberg K. An alternative interpolation scheme for minimum compliance topology optimization. Structural and Multidisciplinary Optimization, 2001, 22(2): 116–124

[46]

Feng T T, Arora J S, Haug E J. Optimal structural design under dynamic loads. International Journal for Numerical Methods in Engineering, 1977, 11(1): 39–52

[47]

Arora J S, Haug E J. Methods of design sensitivity analysis in structural optimization. AIAA Journal, 1979, 17(9): 970–974

[48]

Mijar A R, Swan C C, Arora J S, Kosaka I. Continuum topology optimization for concept design of frame bracing systems. Journal of Structural Engineering, 1998, 124(5): 541–550

[49]

Stromberg L L, Beghini A, Baker W F, Paulino G H. Topology optimization for braced frames: combining continuum and beam/column elements. Engineering Structures, 2012, 37: 106–124

[50]

Zhou Y, Zhang C, Lu X. An inter-story drift-based parameter analysis of the optimal location of outriggers in tall buildings. Structural Design of Tall and Special Buildings, 2016, 25(5): 215–231

[51]

Svanberg K. The method of moving asymptotes—A new method for structural optimization. International Journal for Numerical Methods in Engineering, 1987, 24(2): 359–373

[52]

Svanberg K. A class of globally convergent optimization methods based on conservative convex separable approximations. SIAM Journal on Optimization, 2002, 12(2): 555–573

[53]

Allahdadian S, Boroomand B, Barekatein A R. Towards optimal design of bracing system of multi-story structures under harmonic base excitation through a topology optimization scheme. Finite Elements in Analysis and Design, 2012, 61: 60–74

[54]

Allahdadian S, Boroomand B. Topology optimization of planar frames under seismic loads induced by actual and artificial earthquake records. Engineering Structures, 2016, 115: 140–154

RIGHTS & PERMISSIONS

The Author(s). This article is published with open access at link.springer.com and journal.hep.com.cn

AI Summary AI Mindmap
PDF (11973KB)

7087

Accesses

0

Citation

Detail

Sections
Recommended

AI思维导图

/