Second-Order Direct Analysis of Domelike Structures Consisting of Tapered Members with I-Sections
暂无分享,去创建一个
Rui Bai | Si-Wei Liu | Yao-Peng Liu | Siu-Lai Chan | Siu-Lai Chan | Yao-Peng Liu | R. Bai | Siwei Liu
[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 .