Structural Analysis ⅢB

Course Information

College	Akashi College	Year	2022
Course Title	Structural Analysis ⅢB
Course Code	4416	Course Category	Specialized / Compulsory
Class Format	Lecture	Credits	School Credit: 1
Department	Architecture	Student Grade	4th
Term	Second Semester	Classes per Week	2
Textbook and/or Teaching Materials	中川肇「基礎から学ぶ建築構造力学 理論と演習からのアプローチ」((株)井上書院)を使用する。(参考図書 )鈴木基行著:構造力学徹底演習、森北出版
Instructor	NAKAGAWA Hajime

Course Objectives

(1) To calculate the deformation and stress of a statically indeterminate structures using the principle of virtual work.
(2) To calculate the stress of a statically indeterminate beam using the fixed moment method. To be able to draw the graph of the stress of a statically indeterminate beam.

Rubric

	Ideal Level	Standard Level	Unacceptable Level
Achievement 1	Can well calculate the fulcrum reaction force and draw the stress graph of statically indeterminate structures using the displacement method (deflection angle method) and the fixed moment method.	Can calculate the fulcrum reaction force and draw the stress graph of statically indeterminate structures using the displacement method (deflection angle method) and the fixed moment method.	Can not calculate the fulcrum reaction force and draw the stress graph of statically indeterminate structures using the displacement method (deflection angle method) and the fixed moment method.
Achievement 2	Can well use the principles of virtual work and energy to calculate the fulcrum reaction force, stress (graph), deformation (deflection, deflection angle) of a structure (beam, rigid frame, truss, etc.)	Can use the principles of virtual work and energy to calculate the fulcrum reaction force, stress (graph), deformation (deflection, deflection angle) of a structure (beam, rigid frame, truss, etc.)	Can not use the principles of virtual work and energy and can not calculate the fulcrum reaction force, stress (graph), deformation (deflection, deflection angle) of a structure (beam, rigid frame, truss, etc.)
Achievement 3	Can well calculate the fulcrum reaction force of a statically indeterminate structure using principles for statically indeterminate structure, such as the virtual work method.	Can calculate the fulcrum reaction force of a statically indeterminate structure using principles for statically indeterminate structure, such as the virtual work method.	Can not calculate the fulcrum reaction force of a statically indeterminate structure using principles for statically indeterminate structure, such as the virtual work method.

Teaching Method

Outline:

Structural analysis is the basis for building structure and structural design. The applied course follows Structural Analysis I (2nd year) and Structural Analysis III (3rd year). The students will acquire the main solving methods for statically indeterminate structures, displacement method (deflection angle method) and the fixed moment method. As part of the school global education, the tests and exercises are in English.

Style:

Lecture and problem-solving practice using textbook chapters 12 to15.

Notice:

To listen to the lectures and take notes. To solve exercise problems and understand them correctly. The students are supposed to ask questions and make sure they know the content before proceeding in the course. The students should review the topics learned in structural analysis courses I (2nd year) and II (3rd year). 5 absences will be excused.

Characteristics of Class / Division in Learning

Applicable to Remote Class

Course Plan

			Theme	Goals
2nd Semester
	3rd Quarter
		1st	Slope deflection method (1)	To understand the fundamental equation of the slope deflection method of a non-statically rigid frame structure.
		2nd	Slope deflection method (2)	To calculate the stress of a non-statically determinate beam.
		3rd	Slope deflection method (3)	To understand the joint equilibrium moment equation, through a calculation example of non-statically continuous beams and rigid frame structure using the slope deflection method.
		4th	Slope deflection method (4)	To practice with exercises of non-statically determinate beams using the deflection method.
		5th	Slope deflection method (5)	To understand the equivalent stiffness ratio, distribution and carry over factors of the structural member.
		6th	Slope deflection method (6)	To understand the equivalent stiffness ratio, distribution and carry over factors of the beam and column.
		7th	Slope deflection method (7) Assignment (5)	To review the content learned
		8th	Mid-term Exam
	4th Quarter
		9th	Slope deflection method (8)	To calculate a statically indeterminate rigid frame with supports that move.
		10th	Slope deflection method (9)	To calculate a statically indeterminate rigid frame with supports that move.
		11th	Fixed end moment method (1)	To understand the principles and the graphs of fixed end method (FEM). To solve an example model of a non-statically continuous beam using FEM.
		12th	Fixed end moment method (2)	To understand how to solve an example model of a non-statically rigid frame structure using Fixed end moment method (FEM).
		13th	Fixed end moment method (3)	To solve the problems at the end of the textbook chapter. To elucidate doubts about the content learned.
		14th	Fixed end moment method (4)	To solve problems related to the content learned.
		15th	Practice using past universities entrance examination peoblems.	To review the content learned
		16th	End-term Exam

Evaluation Method and Weight (%)

	Examination	Assigments	Total
Subtotal	80	20	100
Basic Proficiency	0	0	0
Specialized Proficiency	80	20	100
Cross Area Proficiency	0	0	0