شماره ركورد كنفرانس :
3768
عنوان مقاله :
بررسي تاثير نقصهاي ناشي از ساخت در قابليت اعتماد سازه هاي فضاكار
عنوان به زبان ديگر :
On The Reliability of Flat Space Structures with Initial Imperfections
پديدآورندگان :
Amiri Moslem amiri.moslem@gmail.com Kermanshah Branch, Azad University
كليدواژه :
space structures , random variable , gamma distribution , initial imperfections , reliability , Monte Carlo simulation method
عنوان كنفرانس :
سومين كنفرانس ملي و اولين كنفرانس بين المللي پژوهش هاي كاربردي در مهندسي عمران، معماري و مديريت شهري
چكيده فارسي :
The existence of initial imperfections in manufacturing or assemblage of real structures is inevitable. Many of these imperfections in double-layer space structures, such as the curvature and length imperfections, are random in nature. In this paper, the effect of initial curvature imperfection in the load carrying capacity of double-layer space structures is investigated. For this purpose, three different types of supports are considered. The curvature imperfection is considered as a random number by gamma distribution. The probabilistic model is used to distribute the random imperfections among all members of the structure. The collapse behavior and the ultimate capacity of the considered structures are determined using nonlinear analysis and this procedure is repeated by Monte Carlo simulation method. Finally, the reliability of structures is determined. The results show that the collapse behavior of double-layer grid space structures are highly sensitive to the random distribution of initial imperfections.
چكيده لاتين :
The existence of initial imperfections in manufacturing or assemblage of real structures is inevitable. Many of these imperfections in double-layer space structures, such as the curvature and length imperfections, are random in nature. In this paper, the effect of initial curvature imperfection in the load carrying capacity of double-layer space structures is investigated. For this purpose, three different types of supports are considered. The curvature imperfection is considered as a random number by gamma distribution. The probabilistic model is used to distribute the random imperfections among all members of the structure. The collapse behavior and the ultimate capacity of the considered structures are determined using nonlinear analysis and this procedure is repeated by Monte Carlo simulation method. Finally, the reliability of structures is determined. The results show that the collapse behavior of double-layer grid space structures are highly sensitive to the random distribution of initial imperfections.