COMPARISON OF STEEL FRAME ELEMENTS DESIGN USING SP16.1330.2017 AND AISC

This paper presents a comprehensive comparison of design guidelines for steel design elements as stipulated by the American Institute of Steel Construction and Russian Standers. By evaluating these prominent design codes, the aim is to identify similarities, differences, and potential implications on the structural behaviour and performance of steel truss systems. The analysis encompasses crucial aspects such as load combinations, material properties, member design, stability checks, and connection design. The study critically examines both specifications, highlighting their strengths and limitations, in order to provide valuable insights for structural engineers and designers when selecting an appropriate design code for steel truss elements, considering factors such as project location, regulatory requirements, and design objectives.

Издательство
Учреждение высшего образования Институт системных технологий
Номер выпуска
3
Язык
Английский
Страницы
87-106
Статус
Опубликовано
Год
2023
Организации
  • 1 Peoples' Friendship University of Russia (RUDN University)
Ключевые слова
material properties; member design; stability checks; connection design force method; frame structure; continues beam; steel; свойства материала; конструкция стержня; проверка на устойчивость; расчетный силовой метод соединения; рамная конструкция; неразрезная балка; сталь
Дата создания
28.12.2023
Дата изменения
28.12.2023
Постоянная ссылка
https://repository.rudn.ru/ru/records/article/record/105383/
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