دانلود رایگان مقاله انگلیسی طراحی بهینه میراگرهای ویسکوز غیرخطی برای ساختارهای قاب - الزویر 2017

عنوان فارسی
طراحی بهینه میراگرهای ویسکوز غیرخطی برای ساختارهای قاب
عنوان انگلیسی
Optimal design of nonlinear viscous dampers for frame structures
صفحات مقاله فارسی
0
صفحات مقاله انگلیسی
4
سال انتشار
2017
نشریه
الزویر - Elsevier
فرمت مقاله انگلیسی
PDF
کد محصول
E8825
رشته های مرتبط با این مقاله
مهندسی عمران
گرایش های مرتبط با این مقاله
سازه، مدیریت ساخت
مجله
دینامیک خاک و مهندسی زلزله - Soil Dynamics and Earthquake Engineering
دانشگاه
Department of Engineering and Architecture - University of Trieste - Piazzale Europa - Italy
کلمات کلیدی
الگوریتم های ژنتیک، رانش های بین طبقه ای، طراحی مبتنی بر عملکرد، بهينه سازي
چکیده

ABSTRACT


It is well-known that in order to decrease displacements and accelerations in a frame structure during earthquakes, purely viscous dampers can be effectively employed, allowing for a remarkable dissipation of seismic input energy. The design of such devices, however, is still an open issue, since it is often carried out by means of inefficient trial-and-error procedures, or simplified analytical approaches which do not guarantee the optimal exploitation of the dampers. This work investigates the use of an optimisation-based approach for the design of nonlinear purely viscous dampers, aimed at improving the seismic behaviour of frame structures. The potential and the flexibility of the method are shown through an illustrative example displaying how different structural requirements (limitation or minimisation of inter-storey drifts and/or forces transferred by the devices) can be easily taken into account by means of a suitable formulation of a constrained optimisation problem.


نتیجه گیری

4. Conclusions


In this work, a methodology for the design of nonlinear dampers for seismic retrofitting of existing frames or for newly designed structures is described. The procedure is based on an optimal-design paradigm, in which the best configuration for the dampers is sought by considering pre-defined objectives and constraints. The process is managed by an optimisation software utilising Genetic Algorithms. Through a simple example taken from the literature, it is showed how this type of approach based on the optimisation of the structural response has great potential and flexibility. In fact, it allows one to consider a wide range of possibilities both in the input variables (number and characteristics of the devices) and objectives (interstorey drifts, forces transmitted by the dampers, etc).


Future works will focus on the extension of the method to ULS design by means of more accurate representation of nonlinear behaviour of the RC members and to 3D structures and loadings. Multi-objective optimisation will also be investigated.


بدون دیدگاه