雖然目前有限元計算機程序應用于結構分析已十分普遍，且更為有效，但是在土木工程這個學科中，學生們應該首先掌握的，仍然應該是一些更為重要力學基礎知識。學習并應用這些力學基礎知識，有助于學生對土木工程中的力學問題理解更加深刻，能夠更好的了解荷載在結構中的傳遞，對結構在荷載作用下的力學行為理解更為完整。同時，經典力學方法是檢驗計算機計算結果的好方法。結構力學是土木工程專業(yè)學生的一門重要技術基礎課。學生在已經掌握理論力學和材料力學等知識的基礎上，學習和掌握各種類型結構的內力、位移的計算原理和方法，為后續(xù)土木工程房屋建筑、橋梁、隧道等專業(yè)課程打下基礎，也是進一步深造求學的理論基礎。
Chapter 1 Introduction
1.1 Research objects and tasks of structural mechanics
1.2 Brief history of structural mechanics
1.3 ClassifiCation of loads
1.4 Structure calculation diagram
1.5 Types of supports and joints
1.6 Structural classification
Review questions
Chapter 2 Kinematical
2.1 Overview
2.2 Computational degrees of freedom for planar system
2.3 Basic composition rules of geometrically stable systems
2.4 Instantaneous unstable system
2.5 Examples of kinematical analysis
2.6 The case of virtual hinge at infinity in the system of three rigid pieces
2.7 The relation between geometrical composition and statically determinate property
Review questions
Exercises
Chapter 3 Force analysis of satically determinate structures
3.1 Overview
3.2 Statically determinate beam
3.3 Statically determinate arch
3.4 Statically determinate plane truss
3.5 Properties of statically determinate structures
Review questions
Exercises
Chapter 4 Structural displacement calculation
4.1 Overview
4.2 Principles and applications of virtual work in rigid body system
4.3 Principles of virtual work in deformed system
4.4 General equations for displacement calculation, the unit load method
4.5 Calculations of displacement of statically determinate structure under load
4.6 Diagram multiplication method
4.7 Displacement calculations of statically determinate structure when temperature changes
4.8 Displacement calculations of statically determinate structure when support moves
4.9 The reciprocal theorems of linear elastic structure
Review questions
Exercises
Chapter 5 Influence lines for statically determinate structures
5.1 Overview
5.2 Drawing influence line of single-span statically determinate beam with the static method
5.3 Influence line under indirect load
5.4 Drawing influence line of single-span statically determinate beam with the kinematical method
5.5 Influence line of multi-span statically determinate beam
5.6 Influence line of trusses
5.7 Calculations of the values of quantities utilizing influence line
5.8 The most unfavorable load position
Review questions
Exercises
Chapter 6 The force method
6.1 Overview
6.2 Determination of indeterminacy degrees
6.3 Basic concept of the force method
6.4 Typical equations of the force method
6.5 Calculation steps and examples of the force method
6.6 Utilization of symmetry
6.7 Displacement calculations of statically indeterminate structures
6.8 Check of the final internal force diagram
6.9 Calculations of statically indeterminate structure when temperature change
6.10 Calculations of statically indeterminate structure with support displacement
6.11 The characteristics of the statically indeterminate structure
Review questions
Exercises
Chapter 7 The displacement method
7.1 Overview
7.2 Slope-deflection equations of straight bar with equal cross section
7.3 Basic unknowns and basic structures of the displacement method
7.4 Typical equations and calculation steps of the displacement method
7.5 Establishing the basic equations of the displacement method directly from equilibrium condition
7.6 Utilization of symmetry
Review questions
Exercises
References
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