Theory of structures 4A
N Sneath
5 points * 24 lectures, 12 tutorials, 15 laboratory classes * First semester * Clayton * Prerequisites: CIV3222
Matrix analysis of structural systems involving basic finite truss and beam elements in two and three dimensions; derivation and use of non-prismatic element stiffness matrices; solver methods including pivotal and block condensation; transfer matrices. Dynamics of structural response, free and forced vibrations; elasto-plastic response; impulses; earthquake; Duhamel integral; step by step integration; eigenvalue solution; acceptance criteria. Introduction to structural stability; classical derivation of buckling; Perry-Robertson formulae; effective length; numerical formulation; frame stability; buckling programs, bracing design; P-[[Delta]] [[epsilon]][[phi]][[phi]][[epsilon]][[chi]][[tau]][[sigma]].
Assessment
Examinations (3 hours): 75% * Practical work/Laboratory work: 25%
Prescribed texts
Vanderbilt M P Matrix structural analysis Quantum (available from the department), 1974
Recommended texts
Biggs J M Introduction to structural dynamics McGraw-Hill, 1964
Clough R W and Pensien J Dynamics of structures McGraw-Hill, 1975