Search In this Thesis
   Search In this Thesis  
العنوان
Force analysis in trussed dome roofs/
الناشر
Galal A. Y. Korayem,
المؤلف
Korayem, Galal A. Y.
هيئة الاعداد
باحث / Galal A. Y. Korayem
مشرف / Mostafa A. Swelem
مشرف / Mohamed I. El Naggar
مشرف / Mohamed Ahmed
الموضوع
Civil Engineering.
تاريخ النشر
1986 .
عدد الصفحات
178 P.:
اللغة
الإنجليزية
الدرجة
ماجستير
التخصص
الهندسة المدنية والإنشائية
تاريخ الإجازة
1/1/1986
مكان الإجازة
جامعة الاسكندريه - كلية الهندسة - Civil Engineering
الفهرس
Only 14 pages are availabe for public view

from 184

from 184

Abstract

A dome is a three dimensional structure generated hy translation and rotation or only rotation of an arch fIb. Thus a dome may be a part of a sphere, ellipsoid,paraboloid or similar curved surfaces. It could be also of curved or polygonal plan.A simple trussed dome is mainly a curved surface composed of a single layer of prismatic structural ele-mcnts arranged and connected together to form a regular pattern of divisions of the surface. (Figure 1-1) shows a generation of a dome by translation of an arch rib, and (I-Igure 1-2) shows a trussed dome having divisions forming triangular elements for the surface. Analysis of trussed domes has always been an interesting subject, owing to the high degrees of inde¬terminancy of such structures. Different simplified methods based on analogies, or certain conditions and
assumptions have been developed to facilitate such ana¬lysis. However, such simplified solutions can not be used for analysis of trussed domes under general struc¬tural conditions, such as openings for doors, windows, top monitors, etc. For such cases either experimental.