Exact Method of Analysisi of Shearlagin Framed Tube Structures
Publish Year: 1383
Type: Conference paper
Language: English
View: 2,542
This Paper With 10 Page And PDF Format Ready To Download
- Certificate
- I'm the author of the paper
Export:
Document National Code:
ICEBAM_38
Index date: 10 December 2005
Exact Method of Analysisi of Shearlagin Framed Tube Structures abstract
Framed tube structures are particularly suitable for tall buildings. Owing to flexural and shear flexibilities of the frame members, the overall bending of the frame is complicated by the occurrence of shear lag. The shear lag phenomenon in framed-tube structures under lateral loads is explained .In this paper an analogy between the shear lag behaviour of a cantilever box representing a uniform framed-tube building is used for exact analysis of stress and displacement components of perimeter columns. The coefficients of the power series used for the governing equilibrium and compatibility equations are functions of the height and width of the frame panels. Numerical examples are given to demonstrate the accuracy of the proposed method.
Exact Method of Analysisi of Shearlagin Framed Tube Structures Keywords:
Exact Method of Analysisi of Shearlagin Framed Tube Structures authors
Mehran Company
Correspondence to:M.Company, Department of Civil Engineering, Azad University of Rudehen
Gholamreza Legzian
Correspondence to:G.Lagzian, Department of Civil Engineering, Azad University of Rudehen
مراجع و منابع این Paper:
لیست زیر مراجع و منابع استفاده شده در این Paper را نمایش می دهد. این مراجع به صورت کاملا ماشینی و بر اساس هوش مصنوعی استخراج شده اند و لذا ممکن است دارای اشکالاتی باشند که به مرور زمان دقت استخراج این محتوا افزایش می یابد. مراجعی که مقالات مربوط به آنها در سیویلیکا نمایه شده و پیدا شده اند، به خود Paper لینک شده اند :