01883ntm a2200241 a 4500001001400000003000700014005001700021008004100038020002200079040000800101100002700109245007100136260003400207300005700241500005300298502009000351504002800441520098700469610006801456650004501524650001101569856006101580vtls000092185KUKTEM20251117113343.0151123t2015    my da  f abm  000 0 eng d  aTHE0000580(Local)  aUMP0 aNur Nadia Amira Rosely10aAnalysis of structure behaviour of domes /cNur Nadia Amira Rosely  aKuantan, Pahang :bUMP,c2015  axiv, 62 p. :bill. (some col.) ;c30 cm. +e1 CD ROM  aFaculty of Civil Engineering and Earth Resources  aProject Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2015  aBibliography : p. 51-523 aThis study is about the analysis structural behaviour in domes. Generally important to define the concept concerning the loss of stability and the method to determine the collapse load of the structure. As single layer dome show an important nonlinear behaviour with considerable softening. The purpose of this research is to analyse the several type of domes using Formian the programming language of formex algebra to evaluate the structural behaviour by import the formex file into finite element software LUSAS analysis programming. In this research, will included the comparison between five models of domes with the same span, rise, sweep angle, radius and central angle in term structure behaviour. The structure behaviour involve are maximum buckling, maximum starin and maximum stress. The type of dome that were used are a ribbed dome, two schwedler domes and two lamella domes with same specification. Various type of configuration pattern of dome will be used to analyse20aFaculty of Civil Engineering and Earth ResourcesxDissertations 0aUniversities and CollegesxDissertations 0aTheses40uhttp://ecollib.ump.edu.my/25928/zAccess in library only