Second-Order Direct Analysis of Domelike Structures Consisting of Tapered Members with I-Sections

AbstractA new and advanced beam-column element, namely the curved tapered-three-hinges (TTH) beam-column element, is proposed in this paper. The present element can perform large deformation analysis and explicitly simulate the initial member curvature, which is essential for the second-order direct analysis using one-element-per-member models. Another distinct feature of the element is to analytically express the flexural rigidity of tapered I-sections in the stiffness matrix through a series of tapered stiffness factors such as the αi and βi factors. Unlike the conventional models using the approximated distributions (e.g., linear, parabolic, or cubic) or stepped-elements modeling approaches in an analysis, the present study gives an accurate simulation solution on nonprismatic beam-column elements. Herein, the element derivations and formulations are given in detail. To consider the large deflection effect in the analysis, the incremental tangent stiffness method is adopted and the kinematic descriptio...

[1]  S. L. Chan,et al.  Non-linear behavior and design of steel structures , 2001 .

[2]  S. L. Chan,et al.  PUSHOVER ANALYSIS BY ONE ELEMENT PER MEMBER FOR PERFORMANCE-BASED SEISMIC DESIGN , 2010 .

[3]  Si-Wei Liu,et al.  Advanced analysis of hybrid steel and concrete frames: Part 2: Refined plastic hinge and advanced analysis , 2012 .

[4]  H. Al-Gahtani EXACT STIFFNESSES FOR TAPERED MEMBERS , 1996 .

[5]  Zhi Hua Zhou,et al.  Pointwise Equilibrating Polynomial Element for Nonlinear Analysis of Frames , 1994 .

[6]  Yao-Peng Liu,et al.  Second-Order Analysis and Experiments of Semi-Rigid and Imperfect Domes , 2012 .

[7]  George C. Lee,et al.  Elastic and inelastic buckling analysis of thin-walled tapered members , 1997 .

[8]  Zhi-Hua Zhou,et al.  On the development of a robust element for second-order `non-linear integrated design and analysis (nida)' , 1998 .

[9]  Yeong-Bin Yang,et al.  Rigid Body Motion Test for Nonlinear Analysis with Beam Elements , 1987 .

[10]  Siu-Lai Chan,et al.  Direct analysis by an arbitrarily-located-plastic-hinge element — Part 2: Spatial analysis , 2014 .

[11]  Mark A. Bradford,et al.  Elastic buckling of tapered monosymmetric I-beams , 1988 .

[12]  Mark A. Bradford,et al.  Elastic distortional buckling of tapered I-beams , 1994 .

[13]  J. Argyris An excursion into large rotations , 1982 .

[14]  Siu Lai Chan BUCKLING ANALYSIS OF STRUCTURES COMPOSED OF TAPERED MEMBERS , 1990 .

[15]  Jian-Xin Gu,et al.  Exact Tangent Stiffness for Imperfect Beam-Column Members , 2000 .

[16]  Guo-Qiang Li,et al.  A tapered Timoshenko–Euler beam element for analysis of steel portal frames , 2002 .

[17]  Siu Lai Chan,et al.  Large deflection kinematic formulations for three-dimensional framed structures , 1992 .

[18]  Siu-Lai Chan,et al.  Self-Equilibrating Element for Second-Order Analysis of Semirigid Jointed Frames , 1995 .

[19]  Tapered thin open section beams on elastic foundation—I. Buckling analysis , 1996 .

[20]  Dinar Camotim,et al.  Lateral–Torsional Buckling of Singly Symmetric Tapered Beams: Theory and Applications , 2005 .

[21]  Hamid Valipour,et al.  A new shape function for tapered three-dimensional beams with flexible connections , 2012 .

[22]  Si-Wei Liu,et al.  Advanced analysis of hybrid steel and concrete frames: Part 1: Cross-section analysis technique and second-order analysis , 2012 .

[23]  Jeffrey L. Western,et al.  Guidelines for structural bolting in accordance with the AISC (American Institute of Steel Construction) ninth edition Manual of Steel Construction , 1990 .

[24]  S. L. Chan,et al.  Advanced Analysis of Imperfect Portal Frames with Semirigid Base Connections , 2005 .

[25]  J. R. Banerjee,et al.  Exact Bernoulli‐Euler static stiffness matrix for a range of tapered beam‐columns , 1986 .