[1]王勖成.有限单元法[M].北京:清华大学出版社,2003.
WANG Xucheng. Finite Element Method[M]. Beijing: Tsinghua University Press, 2003.
[2]SCHARPF D W. New Method of Stress Calculation in the Matrix Displacement Analysis[J]. Computers and Structures, 1987, 8(3/4): 465-477.
[3]BIRNSTIE L C, IFFLAND J B. Factors Fluencing Frame Stability[J]. Journal of the Structural Division, 1980, 106(2): 491-504.
[4]TO C W S. Linearly Tapered Beam Finite Element Incorporating Shear Deformation and Rotary Inertia for Vibration Analysis[J]. Journal of Sound and Vibration. 1981, 78(4): 475-484.
[5]LI G Q, LI J J. A Tapered Timoshenko-Euler Beam Element for Analysis of Steel Portal Frames[J]. Journal of Constructional Steel Research, 2002, 58(12): 1531-1544.
[6]谢贻权,何福保.弹性和塑性力学中的有限单元法[M].北京:机械工业出版社,1981.
XIE Yiquan, HE Fubao. Finite Element Mechinery[M]. Beijing: Industry Press,1981.
[7]陆念力,孟丽霞.基于二阶理论的弹性约束变截面悬臂梁刚度与稳定性分析[J].工程力学,2012,29(12):365-369.
LU Nianli, MENG Lixia. Stiffness and Stability Analysis of Variable Cross-section Cantilever Beams Based on Second-order Theory [J]. Engineering Mechanics, 2012, 29 (12): 365-369.
[8]刘晚成.压杆非线性问题的解析方法[M].哈尔滨:东北林业大学出版社,2002.
LIU Wancheng. Analysis Method of the Non-linearity of Compression Rod [M].Harbin: Northeast Forestry University Press, 2002.
[9]GEORGE J S. An Introduction to the Elastic Stability of Structures [M]. Englewood Cliffs and New Jersey: Prentice-Hall, Inc., 1976: 77-81.
[10]安亭铮.履带起重机臂架系统回转平面稳定性研究[D]. 大连:大连理工大学,2015.
AN Tingzheng. Research on Stability of Swing Plane of Crawler Crane Boom System [D]. Dalian: Dalian University of Technology,2015.