يعالج البحث إمكانية حساب السهوم في العناصر الخطية المنفذة من البيتون المسلح بتأثير
الأحمال طويلة الأمد ( بقيم ثابتة أو متزايدة ) وفقاً لطريقة المستقيمين المقترحة في بحث
سابق من أجل الأحمال اللحظية.
No English abstract
References used
Ulicki J.: Teoria i raczet zelezobetonnychi sterznewych konstruckji S uczetow dlitelnych procesow, Kiew, 1967
SNiP II - W.1 - 85: Betonnyje i zelezobetonnyje konstrukci, Normy proekterowania, Moskwa 1986
PN - 85 / B - 03264 : Konstrukcje Betonowe. Obliczania Statyczne i projektowania, Warszawa 1986
Fiber reinforced polymer (FRP) plates have gained popularity in the strengthening of reinforced concrete (RC) members due to the high strength to weight ratio, the ease of installation and low maintenance costs compared to other systems such as steel
As a result of the scientific and technological progress in different types of
industry, one of which, Construction industry, new materials and methods
of executing and designing buildings are utilized in general. Therefore,
finding the best and e
Structural Frame system is considers as an earthquake resisting structural
systems. On the other hand, many techniques were used to improve the
resistance against lateral loads. where Steel Plate Shear Wall fixed within
frame span is one of those
Recently, the methods and theories of the structural and technicalevaluation for
cracked buildings have been developed because of different reasons (Natural disasters,
wars, the oldness… etc.) That was due to urgent need for right evaluation proces
This paper makes an experimental and analytical investigation of cracks characteristics in Fiber Reinforced Polymer strengthened RC beams under different levels of sustained load and Reinforced ratio.
As the equations available for conventional RC b