GUO Tong, LI Ai-qun, WANG Hao. RESEARCH IN FORM-FINDING OF SUSPENSION STRUCTURES BASED ON NEWTON-RAPHSON ITERATION AND ZERO ORDER OPTIMIZATION ARITHMETIC[J]. Engineering Mechanics, 2007, 24(4).
Citation: GUO Tong, LI Ai-qun, WANG Hao. RESEARCH IN FORM-FINDING OF SUSPENSION STRUCTURES BASED ON NEWTON-RAPHSON ITERATION AND ZERO ORDER OPTIMIZATION ARITHMETIC[J]. Engineering Mechanics, 2007, 24(4).

RESEARCH IN FORM-FINDING OF SUSPENSION STRUCTURES BASED ON NEWTON-RAPHSON ITERATION AND ZERO ORDER OPTIMIZATION ARITHMETIC

More Information
  • Received Date: December 31, 1899
  • Revised Date: December 31, 1899
  • To find the form of suspension cables precisely, the Newton-Raphson iteration is used and the zero order optimization arithmetic is also dedicated to control the procedure. Meanwhile, the factors that influence the precision of solution are analyzed. Based on this, the form-finding of Runyang suspension bridge under dead load is taken as an example, and the results are compared with those of membrane theory and data from field test. The results show that through the control of the coordinate of the predefined points, the more precise solution can be achieved. This method can be used in form-finding and construction control on main cables of suspension bridge and other long-span cable structures.
  • Related Articles

    [1]YE Kang-sheng, QIU Ting-zhu. A p-TYPE SUPERCONVERGENT RECOVERY METHOD FOR FE ANALYSIS ON BOUNDARY VALUE PROBLEMS OF SECOND-ORDER NONLINEAR ORDINARY DIFFERENTIAL EQUATIONS[J]. Engineering Mechanics, 2019, 36(12): 7-14. DOI: 10.6052/j.issn.1000-4750.2019.01.0005
    [2]DENG Ji-hua, SHAO Xu-dong. NONLINEAR ANALYSIS OF PRESTRESSED CONCRETE BEAM BASED ON HYBRID ELEMENT METHOD[J]. Engineering Mechanics, 2013, 30(10): 171-177. DOI: 10.6052/j.issn.1000-4750.2012.07.0494
    [3]PAN Bo, SHANG Fu-lin. FREQUENCY ANALYSIS OF NONLINEAR FREE VIBRATION OF A CROSS STRING[J]. Engineering Mechanics, 2012, 29(11): 26-032. DOI: 10.6052/j.issn.1000-4750.2011.03.0160
    [4]ZHANG Xin, DU Xiu-li. IDENTIFICATION OF NONLINEAR SYSTEM BY FREQUENCY MODULATED EMD METHOD[J]. Engineering Mechanics, 2011, 28(8): 83-088.
    [5]WU Xiao, HUANG Chong, YANG Li-jun, SUN Jin. NONLINEAR BENDING CALCULATION OF BIMODULUS CIRCULAR PLATE[J]. Engineering Mechanics, 2011, 28(4): 23-027,.
    [6]YAN Zhi-hao, ZUO Xiao-bao, FAN Jin. DETECTION OF NONLINEARITY IN STRUCTURES BASED ON HILBERT TRANSFORM[J]. Engineering Mechanics, 2006, 23(7): 31-34.
    [7]XIN Ke-gui, FENG Zhong. NONLINEAR STATIC REVERSE ANALYSIS OF LONG-SPAN CABLE-STAYED BRIDGES DURING CONSTRUCTION[J]. Engineering Mechanics, 2004, 21(5): 31-35.
    [8]DENG Zi-sheng, ZOU Yin-sheng. CALCULATION OF THE EARTH PRESSURE CONSIDERING NONLINEAR DISPLACEMENT INFLUENCE ON DEEP EXCAVATION[J]. Engineering Mechanics, 2004, 21(1): 107-111.
    [9]YUAN Ying-zhan, WANG Yuan-qing, ZHOU Guo-qiang. NONLINEAR ANALYSIS OF THE MECHANICAL BEHAVIOUR OF OIL DERRICK STEEL STRUCTURES[J]. Engineering Mechanics, 2000, 17(6): 104-109.
    [10]CHEN Long-zhu, CHEN Sheng-li, LU Song-cun. ON CALCULATION OF THE NONLINEAR RESONANT FREQUENCY OF FOUNDATION[J]. Engineering Mechanics, 2000, 17(3): 74-79,1.

Catalog

    Article Metrics

    Article views (1137) PDF downloads (457) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return