Zhaohui Chen,∗ Hangxing Sun,∗ Shuixing Zhou,∗ Zengshun Chen,∗∗,∗∗∗ Xuanyi Xue,∗∗ and Yanjian Peng∗∗∗∗
[1] Z.S. Chen, K.T. Tse, K.C.S. Kwok, et al., Measurement ofunsteady aerodynamic force on a galloping prism in a turbulentflow: A hybrid aeroelastic-pressure balance, Journal of Fluidsand Structures, 102, 2021, 103232.197 [2] Z.S. Chen, X.Z. Fu, Y.M. Xu, et al., A perspective on the aero-dynamics and aeroelasticity of tapering: Partial reattachment,Journal of Wind Engineering and Industrial Aerodynamics,212, 2021, 104590. [3] Z.S. Chen, H. Huang, Y. Xu, K.T. Tse, B. Kim, and Y.Wang, Unsteady aerodynamics on a tapered prism under forcedexcitation. Engineering Structures, 240, 2021, 112387. [4] J.L. Zheng and J.J. Wang, Concrete-filled steel tube archbridges in China, Engineering, 2018(4), 2018, 143–155. [5] Z. Jian, N. Shozo, O. Toshihiro, et al., Formulation of stressconcentration factors for concrete-filled steel tubular (CFST)K-joints under three loading conditions without shear forces,Engineering Structures, 190, 2019, 90–100. [6] M.R. Rovira and J.G. Tomas, Construction of the Nelson Man-dela bridge in Barcelona, Structural Engineering International,28(3), 2018, 376–380. [7] M.A. Bradford and Y.L. Pi, Geometric nonlinearity and long-term behavior of crown-pinned CFST arches, Journal of Struc-tural Engineering, 141(8), 2015, 04014190. [8] C.H. Jeon, J.B. Lee, S. Lon, et al., Equivalent material modelof corroded prestressing steel strand, Journal of MaterialsResearch and Technology, 8(2), 2019, 2450–2460. [9] J.K. Kim and J.M. Yang, Effect of design variables on deflectedtensile performance of high-strength 7-wire steel strand forstay cable, Construction and Building Materials, 188, 2018,40–48. [10] B.H. Xia, Z.S. Chen, T.L. Li, et al., Construction control of along span light urban rail transit cable-stayed bridge: A casestudy, International Journal of Robotics & Automation, 32(3),2017, 274–282. [11] K.M. Shrestha, B.C. Chen, and Y.F. Chen, State of the art ofcreep of concrete filled steel tubular arches, KSCE Journal ofCivil Engineering, 15(1), 2011, 145–151. [12] B.C. Chen, J.G. Wei, J. Zhou, et al., Application of concrete-filled steel tube arch bridges in china: current status andprospects, China Civil Engineering Journal, 50(6), 2017, 54–65. [13] S.X. Zhou, Y. Li, and R.H. Lai, Installation and con-struction control calculation of arch rib at San Men JianTiao Bridge in Zhejiang province, China Highway SocietyBridge and Structural Engineering Society Bridge Symposium,2001. [14] Z.C. Tian, D.L. Chen, and D.H. Yan, Determination of thebuckling cable-force and pre-camber in the process of assem-bling arch ring segments of a long-span arch bridge, Journalof the China Railway Society, 26(3), 2004, 81–87. [15] D.L. Chen, L. Miao, and Z.C. Tian, Calculation of the cable-stayed force and pre-camber in the process of assemblingarch bridge segments, Engineering Mechanics, 2007(5), 2007,132–137. [16] Z.C. Zhang, G.R. Ye, and Y.F. Wang, Optimization of stayed-buckle cable forces during adjustment of the line-shape onlong span arch bridge, Engineering Mechanics, 21(6), 2004,187–192. [17] J.M. Zhang, J.L. Zheng, and R.C Xiao, Calculation methodfor optimizing the installation process of concrete-filled steeltube arch bridge, China Journal of Highway and Transport,18(2), 2005, 40–44. [18] S.J Sun, J. Gao, P.M. Huang. Forward-calculating optimizationmethod for determining the rational construction state ofcable-stayed bridges. Advanced Materials Research, 2013, 671-674(1):980-984. [19] Y. Gu, C.R. Yao, Y.D. Li, et al., Study of alignment controlmethod for installation of arch ribs of long span CFST archbridge, Bridge Construction, 44(1), 2014, 107–113. [20] L. Wang and C.M. Luo, A hybrid genetic TABU searchalgorithm for mobile robot to solve AS/RS path planning,International Journal of Robotics & Automation, 33(2), 2018,161–168. [21] J.Z. Xin, H. Zhang, J.T. Zhou, et al., Damage identificationof bridge system based on a hybrid algorithm, InternationalJournal of Robotics & Automation, 34(2), 2019, 104–111. [22] R. Fletcher and M.J.D. Powell, A rapidly convergent descentmethod for minimization, Computer Journal, 6(2), 1964, 163–168. [23] M.J.D. Powell, A fast algorithm for nonlinearly constrainedoptimization calculations, Mathematical Programming, 45(3),1978, 547–566. [24] M.R. Hestenes, Multiplier and gradient methods, Journal ofOptimization Theory & Applications, 4(5), 1969, 303–320. [25] R.T. Rockafellar, The multiplier method of Hestenes and Pow-ell applied to convex programming, Journal of OptimizationTheory and Applications, 12(6), 1973, 555–562. [26] R. Dehghani, N. Bidabadi, and M.M. Hosseini, A new modifiedBFGS method for unconstrained optimization problems, Com-putational & Applied Mathematics, 37(4), 2018, 5113–5125. [27] N. Bidabadi, Using a spectral scaling structured BFGS methodfor constrained nonlinear least squares, Optimization Methods& Software, 34(4), 2019, 693–706. [28] N. Bidabadi and N. Mahdavi-Amiri, Superlinearly conver-gent exact penalty methods with projected structured secantupdates for constrained nonlinear least squares, Journal ofOptimization Theory and Applications, 162(1), 2014, 154–190. [29] G.M. Croceri, G.N. Sottosanto, and M.C. Maciel, Augmentedpenalty algorithms based on BFGS secant approximations andtrust regions. Applied Numerical Mathematics, 57(3), 2007,320–334. [30] S.Q. Qin, Application of unstressed state control method tocalculation for erection of cable-stayed bridge, Bridge Con-struction, 2008(2), 2008, 13–16.
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