Citation: | Gao Rong-yu, . REVIEW OF APPLICATION AND RESEARCH OF STATE SPACE THEORY IN CIVIL ENGINEERING[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(4): 60-64. doi: 10.13204/j.gyjz200704017 |
[2] JunKins J L,严拱天.现代状态空间分析在航天器、动力学、估计与控制的应用.控制工程,1991(2):37-50
|
范崇讬,孟繁华.现代控制理论基础.上海:上海交通大学出版社,1990
|
[3] 范家让.强厚度叠层板壳的精确理论.北京:科学出版社,1996
|
[4] 钟万勰.结构动力方程的精细时程积分法.大连理工大学学报,1994,34(2):45-50
|
[5] Steele C R,Skogh J.Slope Discontinuities in Pressure Vessels.Journal of Applied Mechanics,1970,37:587-590
|
[6] Reddy J N,Khdeir A A,Librescu L.The Levy Type Solutions for Synunetric Rectangular Composite Plates Using the First-Order Shear defer Mation Theory.Journal of Applied Mechanics,1987,54(3):740-742
|
[7] BaharLY.A State Space Approach to Elasticity.JFranldinlnst,1975,229:3 341
|
[8] Das Y C,Rao N V S K.A Mixed Method in Elasticity.ASME Jonrnal of Applied Mechanics,1977,44:51-56
|
[9] Khdeir A A,Reddy J N,Librescu L.Analytical Solution of Refined Deformation Theory for Rectangular Composite Plates.International Journal of Solids and Structures,1987,23(10):1 447-1 463
|
[10] Khdeir A A.A Remark on the State-Space Concept Applied to Bending,Buckling and Free Vibration of Composite Laminates.Computer and Structures,1996,59(5):813-817
|
[11] 范家让.强厚度叠层悬臂圆柱壳的精确解.应用数学和力学,1995,16(2):133-147
|
[12] Fan Jiarang,Ye Jianqiao.An Exact Solution for the Static and Dynamics of Laminated Thick Plates with Orthotroxpic Layers.Int J Solids Structures,1990,26(5/6):655-662
|
[13] Fan Jiarang,Ye Jianqiao.Exact Solutions of Buckling for Simply Supported Thick Laminates,Composite Structures,1993,24:23-28
|
[14] 范家让,张巨勇.叠层开口圆柱厚壳的静、动态和稳定问题的精确解.中国科学(A辑),1992(6):623-632
|
[15] Fan Jiarang and Zhang Juyong.Analytical Solutions for Thick Doubly Curved Laminated Shells,ASCE,J Engng Mech Div.1992,118(7):1 338-1 356
|
[16] 范家让,盛宏玉.具有固支边的强厚度叠层板的精确解.力学学报,1992,24(5):574-583
|
[17] 范家让,盛宏玉.强厚度叠层连续板的精确解.土木工程学报,1994,27(2):1-13
|
[18] 范家让,盛宏玉.强厚度叠层连续开口圆柱壳精确解.应用数学和力学,1997,18(11):1 001-1 013
|
[19] 盛宏玉,范家让.非平面应变状态下叠层厚壁筒.应用力学学报,1997,14(2):64-71
|
[20] 盛宏玉,范家让.具有固支边的任意厚度叠层板的一种新解法.计算物理,1999,16(6):668-673
|
[21] Sheng Hongyu,Fan Jiarang.Axisymmetric Bending for Thick Laminated Circular Plate under a Concentrated Load.Applied Math Mech,2000,21(1):95-102
|
[22] 盛宏玉,范家让.具有固支边的叠层开口柱壳的解析解.复合材料学报,2000,17(4):100-104
|
[23] Hongyu Sheng.Thick Laminated Circular Plate on Elastic Foundation Subjected to aConcentrated Load.Structural Engineering and Mechanics,2000,10(5):441-449
|
[24] Sheng H Y,Ye J Q.Free-edge Effect in Cross-Ply Laminated Plates under a Uniform Extension.Structural Engineering and Mechanics,2004,18(3):377-388
|
[25] 盛宏玉,高荣誉.非均匀变温时两端固支叠层闭口厚柱壳的热应力分析.工程力学,2000,17(4):117-123
|
[26] 高荣誉,盛宏玉.变温场中正交异性叠层闭口厚柱壳的解析解.中国科技大学学报,2000,30(2):228-335
|
[27] 高荣誉,范家让.四边简支强厚度地基板的精确解.合肥工业大学学报,1997,20(1):61-67
|
[28] 高荣誉.具有固支边横观各向同性叠层地基板的三维解.重庆大学学报,2000,23(5):87-92
|
[29] 高荣誉.弹性地基上任意厚度叠层板的弯曲问题.建筑结构,2001,31(4):27-30
|
[30] 高荣誉.复合材料层合地基大厚度板静动力分析.中国矿业大学学报,2001,29(2):143-148
|
[31] 高荣誉.双参数弹性地基上周边固支叠层厚板的解析解,四川建筑科学研究,2002,28(1):45-49
|
[32] 盛宏玉.弹性地基上自由层合圆板弯曲问题的解析解.岩土工程学报,2000,22(3):323-326
|
[33] 钟岱辉,傅传国.桩与多层地基相互作用分析的增量传递矩阵法.工业建筑,1999,29(6):37-47
|
[34] Benifez F C,Rosakis A J.Three-Dimensional Elastostatics of a Layer and a Layered Medium.J Elasticity,1987,18:3-50
|
[35] 张劲,王宇,王秀喜,等.半无限大层状均匀各向同性介质的基本解.中国科技大学学报,2001,30(2):174-178
|
[36] 顾尧章,金波.轴对称荷载下多层地基的Boit固结及其变形.工程力学,1992,9(3):8l-93
|
[37] 钟阳,王哲人,郭大智.求解多层弹性半空间非轴对称问题的传递矩阵法.土木工程学报,1995,28(1):66-72
|
[38] 陈开旭,陈光敬.解析法求解成层渗透各向异性地基Biot固结轴对称问题.应用力学学报,2000,17(2):7-11
|
[39] 王建国,于传君.壁式框架分析的状态变量传递法.合肥工业大学学报,2000,23(1):41-46
|
[40] 吴强,盛宏玉.框架结构在状态空间内的地震反应分析.安徽建筑工业学院,2000,8(3):15-18
|
[41] 黄本才.变截面高层筒中筒结构传递矩阵法.同济大学学报,1999,21(1):106-110
|
[42] 钟阳,孙林,黄永根.轴对称半空间层状弹性体系动态反应的理论解.中国公路学报,1998,11(2):24-28
|
[43] 周强,孙炳楠,唐锦春.大跨度桥梁风振响应的状态空间法分析.浙江大学学报,1995,29(6):665-673
|
[44] 丁泉顺,陈艾荣.大跨度桥梁多模态耦合颤振的自动分析.土木工程学报,2002,35(4):52-58
|
[45] 黄胜利,陶韶思.状态空间理论在水利工程中的应用.山东农业大学学报,2001,32(1):37-38
|
[46] 慕金波,侯克复.建立河流水质模型的状态空间分析法.南京理工大学学报,1994(2):50-57
|
[47] Sosa H,Castro M.Electro Elastic Analysis of Piezoelectric Laminated Structures.Appl Mech Rev.1993,46(1):521-528
|
[48] 丁皓江,陈伟球,徐荣桥.压电板壳自由振动的三维精确分析.力学季刊,200l,22(1):1-9
|
[49] 盛宏玉,董朝文.任意厚度压电层合闭口柱壳的精确解.合肥工业大学学报,2003,26(5):980-985
|
[50] 范家让,盛宏玉.任意厚度轴对称叠层圆板的静、动态分析.合肥工业大学学报,1998,21(4):11-16
|
[51] 盛宏玉,范家让.叠层开口厚柱壳静、动态分析的变分解.振动工程学报,2000,13(4):552-558
|
[52] 高荣誉,盛宏玉.任意厚度横观各向同性地基板的棍合变分解.工业建筑,2004,34(10):40-44
|
[53] 唐立民.混合状态Hamiltonian元的半解析解和叠层板的计算.计算结构力学及其应用,1992,9(4):347-360
|
[54] Sheng H Y,et al.A Semi-Analytical Finite Element for Laminated Composite Plates.Composite Structures,2002,57(1-4):117-122
|
[55] Sheng H Y,Ye J Q.A Three-Dimensional State Space Finite Element Solution for Laminated Composite Cylindrical Shells.Computer Methods in Applied Mechanics and Engineering,2003,192:2 441-2 459
|
[56] 周建平.弹性薄板分析的条形传递函数方法.力学学报,1999,30(3):320-328
|
[57] 王元奉,储德文.精细时积积分法在地震响应分析中的应用.土木工程学报,2004,37(1):20-23
|