A Simple Approach to Static Analysis of Tall Buildings with a Combined Tube-intube and Outrigger-belt Truss System Subjected to Lateral Loading
محل انتشار: ماهنامه بین المللی مهندسی، دوره: 25، شماره: 3
سال انتشار: 1391
نوع سند: مقاله ژورنالی
زبان: انگلیسی
مشاهده: 1,104
فایل این مقاله در 11 صفحه با فرمت PDF قابل دریافت می باشد
- صدور گواهی نمایه سازی
- من نویسنده این مقاله هستم
استخراج به نرم افزارهای پژوهشی:
شناسه ملی سند علمی:
JR_IJE-25-3_010
تاریخ نمایه سازی: 17 خرداد 1393
چکیده مقاله:
In this paper, an efficient technique is presented for static analysis of tall buildings with combined tube-in-tube and outrigger-belt truss system while considering shear lag effects. In the process ofreplacing the discrete structure with an elastically equivalent continuous one, the structure is modeledas two parallel cantilevered flexural-shear beams that are constrained at the outrigger-belt truss location by a rotational spring. Based on the principle of minimum total potential energy, simple closed form solutions are derived for stress and displacement distributions. Standard load cases, includinguniformly distributed loads, triangularly distributed loads and point loads at top of the structure are considered. Results obtained from the proposed method for 50 and 60 story tall buildings are compared to those obtained using a standard finite element computer package. The approximate analyses are found to yield reasonable results and give a fairly good indication of actual structure’s response..
کلیدواژه ها:
نویسندگان
m.r jahanshahi
Department of Civil Engineering, Shahid Bahonar University of Kerman, Kerman, Iran,
r rahgozar
Department of Civil Engineering, Shahid Bahonar University of Kerman, Kerman, Iran,
m malekinejad
Department of Civil Engineering, Shahid Bahonar University of Kerman, Kerman, Iran,Young Researchers Society, Shahid Bahonar University of Kerman, Kerman, Iran