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                當前位置: 易胜博 >> 科研成果


                ■  主要科研論文

                [1] A.R. Liu, H.W. Lu, J.Y. Fu, et al. (2017). Analytical and experimental studies on out-of-plane dynamic instability of shallow circular arch based on parametric resonance. Nonlinear Dynamics, 2017, 87(1):677-694.

                [2] A.R. Liu, Y.H. Huang, J.Y. Fu, et al. (2015). Experimental research on stable ultimate bearing capacity of leaning-type arch rib systems. Journal of Constructional Steel Research, 114:281-292.

                [3] A. Liu, H.W. Lu, J.Y. Fu, et al. (2017). Lateral-torsional buckling of fixed circular arches having a thin-walled section under a central concentrated load. Thin-Walled Structures, 2017, 118(2017):46-55.

                [4] A.R. Liu, C.H. Liu, J.Y. Fu, et al. (2017). A Method of Reinforcement and Vibration Reduction of Girder Bridges Using Shape Memory Alloy Cables. International Journal of Structural Stability & Dynamics, 2017, 17(7):1750076.

                [5] A.R. Liu, M.A. Bradford, Y.L. Pi. (2017) In-plane nonlinear multiple equilibria and switches of equilibria of pinned–fixed arches under an arbitrary radial concentrated load. Archive of Applied Mechanics, 1-20.

                [6] A.R. Liu, Z.C. Yang, H.W. Lu, et al. (2017). Experimental and analytical investigation on the in-plane dynamic instability of arches owing to parametric resonance. Journal of Vibration & Control, (1):107754631772621.

                [7] Y.Q. Huang, A.R. Liu, Y.L. Pi Y, et al. (2017). Assessment of lateral dynamic instability of columns under an arbitrary periodic axial load owing to parametric resonance. Journal of Sound & Vibration, 395(2017):272-293.

                [8] H. Jiang, Z. Fang, A.R. Liu, et al. (2016). Interface shear behavior between high-strength precast girders and lightweight cast-in-place slabs. Construction & Building Materials, 128(2016):449-460.

                [9] J. Deng, A.R. Liu A, Q. Yu, et al. (2016). Seismic performances of steel reinforced concrete bridge piers. Steel & Composite Structures, 2016, 21(3):661-677.

                [10] H. Jiang, Y. Chen, A.R. Liu A, et al.(2016). Effect of high-strength concrete on shear behavior of dry joints in precast concrete segmental bridges. Steel & Composite Structures, 2016, 22(5):1019-1038.

                [11] Y.L. Pi , M.A. Bradford, A.R. Liu. (2016). Nonlinear Equilibrium and Buckling of Fixed Shallow Arches Subjected to an Arbitrary Radial Concentrated Load. International Journal of Structural Stability & Dynamics, 17(8):1750082.

                [12] J. Deng, A.R. Liu, P. Huang, et al. (2016). Interfacial mechanical behaviors of RC beams strengthened with FRP. Structural Engineering & Mechanics, 2016, 58(3):577-596.

                [13] H. Jiang, Q. Cao, A.R. Liu A, et al. (2016). Flexural behavior of precast concrete segmental beams with hybrid tendons and dry joints. Construction & Building Materials, 110(2016):1-7.

                [14] J. Deng, Z. Ma, A.R. Liu, et al. (2017). Seismic performance of reinforced concrete bridge columns subjected to combined stresses of compression, bending, shear, and torsion. Journal of Bridge Engineering, 22(11):04017099.

                [15] J. Deng, Z. Ma, A.R. Liu, et al. (2017) Seismic performance of composite column with double plastic hinges. Composite Structures, 2017.

                [16] Y.H. Huang, A.R. Liu, J.Y. Fu, et al. (2017).Experimental and numerical investigations of the structural behavior of CFST trusses with interfacial imperfection, Journal of Constructional Steel Research, 2017.

                [17] Z. F. Zhang, J. W. Pan, J. Y. Fu, et al. (2017). Optimization of long span portal frames using spatially distributed surrogates. Steel and Composite Structures. 24(2):227-237.

                [18] J. Y. Fu, Q. X. Zheng, J. R. Wu, et al. (2016).Wind induced inter-story drift analysis and equivalent static wind load for multiple targets of tall buildings. The Structural Design of Tall Special Buildings. 25(6):297-321.

                [19] A. Xu, W. X. Sun, R. H. Zhao, et al. (2016). Lateral drift constrained structural optimization of an actual supertall building acted by wind load.The Structural Design of Tall Special Buildings. (published online)

                [20] J. Y. Fu, Q. X. Zheng, J. R. Wu, et al. (2015).Full-scale tests of wind effects on a long span roof structure. Earthquake Engineering and Engineering Vibration. 14(2):361-372.

                [21] T. Deng, X. F. Yu, Z. N. Xie (2015). Aerodynamic measurements of across-wind loads and responses of tapered super high-rise buildings. Wind and Structures. 21(3):331-352.

                [22] A. Xu, Z.N. Xie, M. Gu, et al. (2015).Amplitude dependency of damping of tall structures by the random decrement technique. Wind and Structures. 21(2):159-182.

                [23] J. Y. Fu, Y. Gao, J. R. Wu, et al. (2014). Wind effects on a long span steel roof structure: numerical simulation and equivalent static wind loads. Journal of Vibroengineering. 17(5):2572-2590.

                [24] A. Xu, J. R. Wu, R. H. Zhao (2014). Wavelet-transform-based damping identification of a super-tall building under strong wind loads. Wind and Structures. 19(4):353-370.

                [25] A. Xu,Z. N. Xie,J. Y. Fu,et al. (2014).Evaluation of wind loads on super-tall buildings from field-measured wind-induced acceleration response. Structural Design of Tall and Special Buildings. 23(9):641-663.

                [26] Y. Q. Huang, L. Zhong, J. Y. Fu (2014). Wind-induced vibration and equivalent wind load of double-layer cylindrical latticed shells. Journal of Vibroengineering. 16(2):1063-1078.

                [27] J. Y. Fu, J. R. Wu, A. Xu, et al. (2012).Full-scale measurements of wind effects on Guangzhou West Tower. Engineering Strucutures. 35(1):120-139.

                [28] M. Ye; X.X Chen, et al. (2016). Time variant natural frequencies of a roadway bridge under Stochastic vehicle flow. Journal of Vibroengineering. 18(8):64-77.

                [29] M. Ye, B.X. Cao, Y.L. Pi,et al.(2015). Field measurement, analysis and protection for the vibratin of an acient ruin induced railway. Journal of VIbroengineering, 17(4): 2049-2065Mao Ye, Yin pei Pia and Min Ren . Seismic Behavior of Reinforced Concrete Column with Distributed-Steel Bar: Experimental and Nonlinear FE Analysis. Structural Engineering and Mechanics. 2013,47(6 ):741-756

                [30] R.H. Zhao, A. Xu, W. X. Sun,et al.(2017). Model shape correction method for high-frequency force balance technique. Journal of Vibroengineering. 19 (3): 1665-1679.

                [31] Y.H. Huang, J.Y. Fu, R.H. Wang,et al.(2017)New method for identifying internal forces of hangers based on form-finding theory of suspension cable. ASCE-Journal of Bridge Engineering. 73 (8):803-813.

                [32] Y. H. Huang, J.Y Fu, R. H Wang,et al.(2015). Unified Practical Formulas for Vibration-Based Method of Cable Tension Estimation. Advances in Structural Engineering.18(3):405-422.

                [33] Y. H. Huang, J.Y. Fu, R.H. Wang,et al. (2014), Practical formula to calculate tension of vertical cable with hinged-fixed conditions based on vibration method, Journal of Vibroengineering. 16(2):997-1009.

                [34] Y. H. Huang,R.H. Wang, S.B. Zhang, et al.(2013). Experimental Study on the Welding Residual Stresses of Integral Joint Using Full-Scale Joint Model of a Steel Truss Bridge, Advances in Structural Engineering, 16(10):1719-1727

                [35] Y.H. Huang, R.H. Wang, J.H. Zou, et al. (2010). Finite element analysis and experimental study on HSFG connections in steel bridges, Journal of Constructional Steel Research, 66(6):803-815.

                [36] R. Rao, Z.F. Zhang, Q. Gan, et al. (2015). A proposed model for creep in mass concrete under variable ambient conditions, Materials Research Innovations, 19(s2):174-180

                [37] Y. Ma, G. Ye, J. Hu. (2017) Micro-mechanical properties of alkali-activated fly ash evaluated by nanoindentation. Construction and Building Materials, 147: 407-416.

                [38] Y. Ma, G. Ye. (2015) The shrinkage of alkali activated fly ash. Cement and Concrete Research, 68: 75-82.


                ■  知識產權

                [1] 國家↑發明專利:一←種中承式單索面拱橋的加固結構,專利號:ZL 201110381853[1].0

                [2] 國家發『明專利:一種再三考虑zaisankaolv單索面斜拉橋的加固結構♂,專利號:ZL 201110381875.7

                [3] 國家發◣明專利:一種制備上下由学院youxueyuan電極式導電混凝土板用電極網張拉裝置,專利號:ZL 201410718482.4

                [4] 國家發明⌒ 專利:制備室內采暖用上下√奠基石導電依法治国yifazhiguo混凝土板的裝置及方法,專利號:ZL201410717985.X

                [5] 國家行使xingshi發明專利:含有鋼管混凝土柱的高層建築框架結構優化設計◆方法專利號:ZL201510268993.5

                [6] 國家發明小刚xiaogang專利:一種輕型「房屋結構的裝配式梁柱連接方法,專利號:ZL201610156040.4

                [7] 國窝点wodian家發明專利:一種輕型房屋为甚weishen結構的裝配式板基礎,專利號:ZL201510676977.X

                [8] 實用新远远yuanyyuanyuan型專利:制備室內采暖用上责成zecheng下電極式電極式導電混凝土板的裝置,專利號:ZL201420743217.7

                [9] 國家發明專利:隔震系統,專利號:ZL 201510677070.5

                [10] 國家發明專利:隔震支座,專利號:ZL 201510395725.X

                [11] 實用新学法xuefa型專利:一種無臺身坐板①式橋臺,專利號:ZL 2015 2 0620331.5

                [12] 實用新阳泉北站yangquanbeizhan型專利:一種輕型房屋結構的王烨wangye裝配式板基礎,專利號:ZL 2015 2 0808804.4

                [13] 實用团主题tuanzhuti新型專利:一種輕型房屋結構的裝配式樓板,專利號:ZL201620214119.3

                [14] 實用新型專利:一我这边wozhebian種用於房屋的減震阻尼器,專利號:ZL201621414158.4

                [15] 實用新型專利:一種用於房屋平行梁的減震阻尼器,專利號:ZL20162141459.9

                [16] 實用新型專利:一種用於橋梁的減震阻尼器,專利號:ZL201621414218.2

                [17] 軟件著作一遭yizao權:重大建築與橋梁結ω構的健康檢測與檢測系統

                [18] 軟件一贯yiguan著作權:拱橋結構※穩定計算與優化設計系統

                [19] 軟件药吃yaoci著作權:基於CS架構的橋梁檢測數據心碎xinsui庫信息管理系統


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                [2] 拱結【構穩定性及優化設計關鍵技術研∏究和應用,教◢育部科技進步二等獎,2017年

                [3] 大型→復雜結構的風效應與健康監測的關鍵技術及其應用,教育部科技進步二㊣等獎,2011年

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                [6] 拱橋承載能力及運營荷載限制方法研究與應用(廣東省科技進◤步三等獎),2015年

                [7] 拱結構穩定性與優化設計方法的研究及實踐,廣州市科技進步一等獎挖鼻屎wabishiwabisi,2017年