課程資訊
課程名稱
結構學
THEORY OF STRUCTURES 
開課學期
98-2 
授課對象
工學院  工程科學及海洋工程學系  
授課教師
林輝政 
課號
ESOE2001 
課程識別碼
505 33000 
班次
 
學分
全/半年
半年 
必/選修
必修 
上課時間
星期五6,7,8(13:20~16:20) 
上課地點
工科207 
備註
船舶海洋組必修。
總人數上限:56人 
Ceiba 課程網頁
http://ceiba.ntu.edu.tw/982_str 
課程簡介影片
 
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課程概述

介紹結構力學原理,基本結構分析模型與分析方法。

講授樑、桁架、剛架等基礎單元的結構理論及分析方法,求解結構系統各組成單元的負荷分布及變形,以及其矩陣解法和動態行為;課程目標除介紹解析方法外,並在培育一般工學士對結構原理的興趣,對結構靜態、動態行為的基本認知,增進其對結構問題推理的思考及運算能力。
 

課程目標
介紹結構力學原理,基本結構分析模型與分析方法,使學生能掌握結構設計與分析過程之力學觀念、分析與評估能力
期使學生能掌握結構設計與分析過程之力學觀念、分析與評估能力  
課程要求
 
預期每週課後學習時數
 
Office Hours
 
參考書目
1. 講義
2. Hibbeler, R.C, Structural Analysis, 6th ed.,
Prentice Hall, 2006.

 
指定閱讀
 
評量方式
(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. 
作業  
40% 
 
 
課程進度
週次
日期
單元主題
第1週
2/26  1. Introduction: Engineering structures Some examples Classification of structures Modeling of structure: Bending, tension-compression, shearing, torsion Loading Boundary and constraints  
第2週
3/05  2. Fundamentals Equation of equilibrium Member forces Reaction forces Connections Stability and determinacy of structure Methods of analysis  
第3週
3/12  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
3/19  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5週
3/26  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
4/02  5. Statically determinate cables and arches : Cables Arches  
第7週
4/09  清明節  
第8週
4/16  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
4/23  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10週
4/30  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
5/07  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12週
5/14  Statically Indeterminate structure: Force method: Compatibility of displacement Maxwell’s theorem of reciprocal displacement Beam Truss Composite (beam + truss) structures  
第13週
5/21  Statically Indeterminate structure: Force method: Compatibility of displacement Maxwell’s theorem of reciprocal displacement Beam Truss Composite (beam + truss) structures  
第14週
5/28  Displacement method: Slop-deflection method Basic slop-deflection equations Procedure of analysis Beams Rigid frames: no sideway Rigid frames: sideway  
第15週
6/04  Displacement method: Slop-deflection method Basic slop-deflection equations Procedure of analysis Beams Rigid frames: no sideway Rigid frames: sideway  
第16週
6/11  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
6/18  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