02166ntm a2200289 a 4500 vtls000092185 KUKTEM 20251117113343.0 151123t2015 my da f abm 000 0 eng d THE0000580(Local) 201905160936 nazirah 201712071519 nazri 201708021608 ida 201511230944 asma UMP FKASA .N333 2015 r Bc. Nur Nadia Amira Rosely Analysis of structure behaviour of domes / Nur Nadia Amira Rosely Kuantan, Pahang : UMP, 2015 xiv, 62 p. : ill. (some col.) ; 30 cm. + 1 CD ROM Faculty of Civil Engineering and Earth Resources Project Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2015 Bibliography : p. 51-52 This 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 analyse Faculty of Civil Engineering and Earth Resources Dissertations Universities and Colleges Dissertations Theses http://ecollib.ump.edu.my/25928/ Access in library only 0 0 0 1 10000 10000 2019-09-04 0 FKASA .N333 2015 r Bc. 0000104185 2019-09-04 00:00:00 1 2019-09-04 PSM 0 0 0 1 10000 10000 2019-09-04 0 CD 9278 | FKASA .N333 2015 r Bc. 0000104186 2019-09-04 00:00:00 1 2019-09-04 PSM VIRTUA40 7248 7254 VTLSSORT0080*0200*0400*0900*1000*2450*2600*3000*5000*5020*5040*5200*6100*6500*6501*8560*9992