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العنوان
Non-linear buck ling strength of arches
الناشر
Abdelrahman aly abdalla:
المؤلف
Abdalla, Abdelrahman Aly
هيئة الاعداد
باحث / عبد الرحمن على عبد الله
مشرف / سعفان أ. سعفان
مشرف / مصطفى كامل زيدان
مناقش / محمد شفيق عجور
مناقش / عادل حلمى سالم
الموضوع
Structural eng
تاريخ النشر
1989 ,
عدد الصفحات
ix,240p
اللغة
الإنجليزية
الدرجة
ماجستير
التخصص
الهندسة المدنية والإنشائية
تاريخ الإجازة
1/1/1989
مكان الإجازة
جامعة عين شمس - كلية الهندسة - هندسة مدنية
الفهرس
Only 14 pages are availabe for public view

from 255

from 255

Abstract

Arches have been known for thousands years. Pharaohs in
ancient Egypt used them widely in their temples. The wide
spread of such type of structures is due to its beautiful
architectural appearance,
its economy and its inherent
capacity in resisting loads due to its form.
Making the arch as a funicular curve as possible by
considering practical requirements, will result in
minimizing the straining actions acting on the arch and thus
getting its maximum structural advantages.
The shape of the arch may adopt one of the following
two geometries
1- One continuous curve such as circular, parabolic, or
catenary arches.
2- A combination of any two curves.
The investigation in the present study will be limited
to the first type only Arches may be stiffened by means of a truss, this
structural combination is so called” TRUSSED ARCH The
main profits gained from the trussed arches are:-.