課程資訊

THEORY OF STRUCTURES

97-2

ESOE2001

505 33000

Ceiba 課程網頁
http://ceiba.ntu.edu.tw/972structures

Office Hours

1. 講義
2. Hibbeler, R.C, Structural Analysis, 6th ed.,
Prentice Hall, 2006.

(僅供參考)

 No. 項目 百分比 說明 1. 期中考 40% 期中考試分兩次，每次佔20% 2. 期末考 20% 3. 隨堂測驗 0% 4. 作業 40% 5. 報告 0%

 課程進度
 週次 日期 單元主題 第1週 1. Introduction: Engineering structures Some examples Classification of structures Modeling of structure: Bending, tension-compression, shearing, torsion Loading Boundary and constraints 第2週 2. Fundamentals Equation of equilibrium Member forces Reaction forces Connections Stability and determinacy of structure Methods of analysis 第3週 3. Statically determinate of truss Statically determinate beams Loading, shear force and bending moment of beam Statically determinate trusses Some examples in truss frameworks Statically determinate rigid frames 第4週 續前週 第5週 4. Internal loading of structural members： Member force of a specified point Shear force and bending moment distribution of a beam member Linear superposition 第6週 5. Statically determinate cables and arches ： Cables Arches 第7週 清明節 第8週 6. Influence lines for statically determinate structures： Concept and construction of influence line Influence line for statically determinate beams Influence line for statically determinate truss structures Influence line and concentrated load system 第9週 續前週 第10週 Deflection of structures： Deflection of beam and the elastic curve Double integration method Moment area method Conjugate beam method Energy method Principle of work and energy Principle of virtual work Virtual strain energy: axial load, shear, torsion and temperature Deflection of truss and beam by virtual work method Castigliano’s method Deflection of truss and beam by Castigliano’s method 第11週 續前週 第12週 Statically Indeterminate structure: Force method： Compatibility of displacement Maxwell’s theorem of reciprocal displacement Beam Truss Composite (beam + truss) structures 第13週 續前週 第14週 Displacement method: Slop-deflection method Basic slop-deflection equations Procedure of analysis Beams Rigid frames: no sideway Rigid frames: sideway 第15週 續前週 第16週 Displacement method: Moment distribution method Concept of iteration approach Locking and fixed end moment Unlocking, stiffness and carry-over factor Process of locking and unlocking Modified stiffness Rigid frames: no sideway Rigid frames: sideway 第17週 續前週