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1、课 程编 号上 课学 期课内总学 时周学时内/外学分性 质课 程名 称Structural Mechanics(I、II)第5第664324/72/442必 修SYLLABUS OF STRUCTURAL MECHANICS IThis course is intended for third year undergraduates in civil engineering. It provides the fundamental concepts and principles in structural analysis which is essential for undergraduat
2、e to master even at the increasingly computerized era. CONTENTSChapter 1 Introduction and Geometric Stability6 Hours1. Computational models, classification of structures and loads2. Geometric stability and determinacy, indeterminacy3. Construction rules for stable system Chapter 2 Statically Determi
3、nate Structures12 Hours1. Free body diagram2. Beam analysis3. Frame analysis4. Truss analysis5. Composite structures and arches6. Concluding remarks on statically determinate structures Chapter 3 Influence Lines8 Hours1. Basic concepts2. Static method to construct influence lines for beams3. Indirec
4、t load, influence line for trusses4. Kinematic method to construct influence lines5. Application of influence lines, unfavorable positions . Chapter 4 Computation of Deflections8 Hours1. Virtual work principle2. General formulas 3. Graph multiplication4. Temperature effect and support settlement5. R
5、eciprocal theorems Chapter 5 Force Method8 Hours1. Basic Concepts, statically indeterminate structures2. Frames, trusses3. Support movement and temperature effect Chapter 6 Displacement Method8 Hours1. Basic concepts, slope deflection equations2. Frames without side-sway3. Frames with side-sway4. Pr
6、imary system of displacement method5. Temperature effect and support movement6. Symmetry of structures Chapter 7 Moment Distribution Method6 Hours1. Basic concepts2. Multi-joint distribution3. Structures with statically determinate shear force Chapter 8 Concluding remarks on Statically Indeterminate
7、 Structures6 Hours1. Other methods2. Combination of different methods3. Related topicsFurther Discussion ( Content flexible)2 HoursSYLLABUS OF STRUCTURAL MECHANICS IIThis course is sequel to Structural Mechanics I. Three particular topics are delivered.CONTENTSChapter 1 Matrix Displacement Method6 H
8、ours1. Introduction, coordinate transformation, element stiffness matrix2. Global stiffness matrix for continuous beams and frames3. Equivalent nodal loadsChapter 2 Limit Analysis (Plasticity)8 Hours1. Introduction, elastoplastic analysis of statically determinate beams2. Statically indeterminate be
9、ams3. General theorems4. FramesChapter 3 Structural Dynamics16 Hours1. Introduction, undamped single DOF systems2. Forced vibration, dynamic magnification factor3. Duhamel integration, damping4. Multiple DOF systems, stiffness method and flexibility method5. Eigen-equation, frequencies and modes6. N
10、ormal modes7. Orthogonal relations8. Forced vibration of multi-degree systems9. Brief introduction of earthquake resistance design, response spectrumProject work of the course Programing of continuous beams using matrix displacement method. The time taken is estimated to be about 10 extracurricular hours. Textbooks and References1. 结构力学，龙驭球，包世华主编，上册，下册（第二版），高等教育出版社。2. Structural Mechanics, ZHI Bingchen, Tsinghua University Press.3. 结构力学解疑，雷钟和，江爱川，郝静明编，清华大学出版社。