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اصل و ترجمه مقاله لاتین A MACRO-ELEMENT FOR DYNAMIC SOIL-STRUCTURE INTERACTION ANALYSES OF SHALLOW FOUNDATIONS

اصل و ترجمه مقاله لاتین A MACRO-ELEMENT FOR DYNAMIC SOIL-STRUCTURE INTERACTION ANALYSES OF SHALLOW FOUNDATIONS

A MACRO-ELEMENT FOR DYNAMIC SOIL-STRUCTURE INTERACTION ANALYSES OF SHALLOW FOUNDATIONS


Abstract 
The scope of the paper is to present some aspects of the development of a "macro-element" for dynamic soil-structure interaction analyses of shallow foundations. Initially the concept of "macro-element" is introduced and is illustrated with the aid of a very simple example originating from structural engineering. Then the link is made with the modeling of the dynamic response of shallow foundations and the objectives and structure of such a tool are described with reference to the specific configuration of a circular footing resting on the surface of a heterogeneous purely cohesive soil. The principal features of the "macro-element" are then presented; the soil-structure interaction domain is reduced to a point that coincides with the center of the footing and all the (material and geometric) non-linearities are lumped at this point. A discussion on the most appropriate way to treat these non-linearities is undertaken based on experience gained with earlier works. It is suggested that the non-linearities be incorporated in the model within a unified formalism making use of the theory of multi-mechanism plasticity. Initial results concerning the definition of the ultimate surface for such a plasticity model, corresponding to the seismic bearing capacity of the foundation, are finally presented.

Keywords: Soil-structure interaction, macro-element, shallow foundations, performance-based design.

 

یک عنصر کلان برای تجزیه و تحلیل اندرکنش خاک- سازه از فونداسیون کم عمق
چکیده
دامنه این مقاله به ارائه برخی از جنبه های توسعه یک " عنصر کلان " برای تجزیه و تحلیل اندرکنش خاک- سازه از فونداسیون کم عمق است. در ابتدا مفهوم " عنصر کلان" معرفی شده است و با کمک یک مثال بسیار ساده نشات گرفته از مهندسی سازه نشان داده شده است . سپس این پیوند با مدل سازی از واکنش دینامیکی فونداسیون کم عمق و مواد و ساختار چنین ابزاری با اشاره به پیکربندی خاص از موقعیت دایره ای ایستا بر روی سطح خاک کاملا منسجم ناهمگن شرح داده شده ساخته شده است. ویژگی های اصلی این " عنصر کلان " سپس ارائه شده است: دامنه تعامل خاک- ساختار در نقطه ای که با مرکز موقعیت همزمان و همه ( مواد و هندسه ) غیر خطی در این نقطه فشرده کاهش می یابد. بحث و گفتگو در مناسب ترین راه برای درمان این هندسه غیر خطی بر اساس تجربه به دست آمده با کارهای قبلی انجام شده است. این گفته می شود که هندسه غیر خطی در مدل در استفاده از ساخت گرائی یکپارچه از تئوری انعطاف پذیر چند مکانیسم گنجانیده شده است. نتایج اولیه در مورد تعریف سطح نهایی برای این قبیل مدل انعطاف پذیر، مربوط به ظرفیت باربری لرزه ای پایه و اساس، در نهایت معرفی شده اند.
کلید واژه: اندرکنش خاک- ساختار، عنصر کلان ، فونداسیون کم عمق ، طراحی مبتنی بر عملکرد.

 

این فایل در قالب فایل pdf اصل مقاله و فایل word ترجمه مقاله به تعداد 13 صفحه می باشد. 

 

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