Farm House Nagpur : Vatsalya Ambrosia

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Ambrosia is a 205 acre project in Nagpur by the great Vatsalya realities. The project offers luxurious farm houses near Nagpur. Please check out the details about the farm houses in PPT our you can also visit www.vatsalyaambrosia.com

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Specifications of Special shear walls • 1- to form a plastic hinge and wall work in the plastic area distracting section of the quake, where increasing energy transfer and nonlinear distortions With firmness despite rising resistance section loads base shear forces Detailed plastically shaped at the bottom of the wall up the foundation base point Where the forces of bending moment and shear baseband is greatest • 2 - have a long high hinge plastically area along the height of the wall And almost equal to the rise in the wall / 6, H / 6 or along the plan length L • 3 - the region where the plastic hinge cracked consider (cracked section) and the reduction of inertia (Ig) = (0.35 - 0.5) according to the local code But after the hinge ductile shear wall treats ordinary wall area (un cracked section) = (0.7 - 0.8) • 4 - neglecting the resistance of concrete to resist shear forces and reinforcing longitudinal and horizontal In the area and the plastic hinge along only

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for performance-based design of building frameworks subject to earthquake loading. The technique is based on the conventional displacement method of elastic analysis. Through the use of a ‘plasticity-factor’ that measures the degree of plasticization the standard elastic and geometric stiffness matrices for frame elements (beams, columns, etc.) are progressively modified to account for nonlinear elastic–plastic behavior under constant gravity loads and incrementally increasing lateral loads. The behavior model accounts for material inelasticity due to both single and combined stress states, and provides the ability to monitor the progressive plasticization of frame elements and structural systems under increasing intensity of earthquake ground motion - -دراسة تحليلة لاخطية تظهر تطور دخول اطارات المنشأ من المرحلة المرنة الى اللدنة - مع ثبات الوزن الميت- والتغير التدريجي للحمولات الزلزالية - مقابل التغيرات والانتقالات وتشكل وتموضع المفاصل اللدنة وذلك بعد الانتهاء من التحليل وتصميم مقاطع وتسليح العناصر كن push overغير معتمدة من الكودات في الوقت الحاضر ويكفي العمل وفق ما جاء في الكود لتحديد موقع المفصل عض الكودات حددت مواقع المفصل اللدن على الواقع للمنشأ حيث يمكن تطبيق اشتراطات المقطع المتشقق ومتطلبات تشكل المفصل اللدن في هذه الأماكن؛ -1جميع كمرات الاطارات وعلى كامل ارتفاع البناء وعلى اطراف عقدة الوصل بين العامود والكمرة في حال الإطار الخاص ومقاوم للعزوم

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