Volume 1, Issue 2
مرور بر اساس
ارسال های اخیر
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Stability Analysis Of 3-d Conventional Pallet Rack Structures With Semi-rigid Connections
(Islamic Azad University, South Tehran Branch, 2009-12-01)This paper describe the three dimensional finite element modeling and buckling analysis ofconventional pallet racking system with semi rigid connection. In this study threedimensional models of conventional ...
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Reliability Index For Reinforced Concrete Frames Using Nonlinear Pushover And Dynamic Analysis
(Islamic Azad University, South Tehran Branch, 2009-12-01)In the conventional design and analysis methods affecting parameters (loads, materials'strength, etc) are not set as probable variables. Safety factors in the current Codes andStandards are usually obtained on ...
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Monitoring Process Of The Re-construction Of An Ancient Structure: The Baluarte Do Cavaleiro
(Islamic Azad University, South Tehran Branch, 2009-12-01)The Baluarte do Cavaleiro is part of the stone masonry wall system existing in the city ofChaves of Portugal and it is a construction dated from the XVII century. The Baluarte doCavaleiro is formed by three ...
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Ductility-based Seismic Design Of Steel Plate Shear Walls: Practical Application Using Standard Sections
(Islamic Azad University, South Tehran Branch, 2009-12-01)Over the past decade of extensive research works, the thin un-stiffened steel plate shear wall(SPSW) has now emerged as a promising lateral load resisting system. Considering thedemand of performance-based ...
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Integrated User-friendly Environment For A 2-D Nonlinear Analysis Program
(Islamic Azad University, South Tehran Branch, 2009-12-01)Nonlinear analyses allow simulating, in a more realistic way, the behaviour of structuressubjected to several types of complex loading conditions such as earthquakes. However, it isrecognized that these analyses ...
