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Titlebook: Integrated Matrix Analysis of Structures; Theory and Computati Mario Paz,William Leigh Textbook 2001 Springer Science+Business Media New Yo

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書目名稱Integrated Matrix Analysis of Structures
副標(biāo)題Theory and Computati
編輯Mario Paz,William Leigh
視頻videohttp://file.papertrans.cn/469/468553/468553.mp4
圖書封面Titlebook: Integrated Matrix Analysis of Structures; Theory and Computati Mario Paz,William Leigh Textbook 2001 Springer Science+Business Media New Yo
描述7. 2 Element Stiffness Matrix of a Space Truss Local Coordinates 221 7. 3 Transformation of the Element Stiffness Matrix 223 7. 4 Element Axial Force 224 7. 5 Assemblage ofthe System Stiffness Matrix 225 7. 6 Problems 236 8 STATIC CONDENSATION AND SUBSTRUCTURING 8. 1 Introduction 239 8. 2 Static Condensation 239 8. 3 Substructuring 244 8. 4 Problems 259 9 INTRODUCTION TO FINITE ELEMENT MEmOD 9. 1 Introduction 261 9. 2 Plane Elasticity Problems 262 9. 3 Plate Bending 285 9. 4 Rectangular Finite Element for Plate Bending 285 9. 5 Problems 298 APPENDIX I Equivalent Nodal Forces 301 APPENDIXll Displacement Functions for Fixed-End Beams 305 GLOSSARY 309 SELECTED BmLIOGRAPHY 317 INDEX 319 ix Preface This is the first volume of a series of integrated textbooks for the analysis and design of structures. The series is projected to include a first volume in Matrix Structural Analysis to be followed by volumes in Structural Dynamics and Earthquake Engineering as well as other volumes dealing with specialized or advanced topics in the analysis and design of structures. An important objective in the preparation of these volumes is to integrate and unify the presentation using common notation, s
出版日期Textbook 2001
關(guān)鍵詞beam; civil engineering; finite element method; structural analysis; structure
版次1
doihttps://doi.org/10.1007/978-1-4615-1611-8
isbn_softcover978-1-4613-5640-0
isbn_ebook978-1-4615-1611-8
copyrightSpringer Science+Business Media New York 2001
The information of publication is updating

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Space Frames,space frames. The plane frame or grid frame has three nodal coordinates at each joint. The ., however, has a total of six possible nodal displacements at each unconstrained joint; three translations along the ., and . axes and three rotations about these axes. Consequently, a beam element of a space
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