EFFECTS OF NEAR-SOURCE EARTHQUAKE ON STRUCTURAL BEHAVIOUR OF AN INDUSTRIALISED BUILDING SYSTEM REINFORCED CONCRETE WITH A NEW HYBRID BEAM TO COLUMN CONNECTION

Publish Year: 1390
نوع سند: مقاله کنفرانسی
زبان: English
View: 1,898

This Paper With 8 Page And PDF Format Ready To Download

  • Certificate
  • من نویسنده این مقاله هستم

این Paper در بخشهای موضوعی زیر دسته بندی شده است:

استخراج به نرم افزارهای پژوهشی:

لینک ثابت به این Paper:

شناسه ملی سند علمی:

SEE06_328

تاریخ نمایه سازی: 16 اردیبهشت 1390

Abstract:

Industrialised Building System (IBS) is a construction process that utilizes techniques, products, components, or building systems which involve prefabricated components and on-site installation. Connections between IBS elements influence the behaviour of the whole structure against the dynamic loads. The earthquakes with distinguished vertical Peak Ground Acceleration (PGA) can effect on the structures differently from those who have transversal or lingitudinal governor PGAs.In this study two types of 6 storeys IBS reinforced concrete housing using a new hybrid stee -concrete beam-to-column connection were analyzed by using SAP 2000 software. These two types of IBS are: type I) the model consists of beam-column frame system and type II) the previous model supplemented with shear walls. All of these two types of systems are designed under the gravitational and wind loads. Furthermore, all of structures analysed under the time history vertical component of Bam earthquake in Iran (2003). The Bam earthquake has a significant great vertical PGA (1.0 g) in comparison with other earthquakes this specification shows its adjacency to the earthquake centre . furthermore ,structural modelling is composed of conventional reinforced concrete system in addition to IBSmodels. The results were interpreted in order to determine the behaviour of each construction method to withstand the seismic loads of this destroyer earthquake.

Authors

Mostafa Moghadasi

Civil Engineering Faculty, Universiti Teknologi Malaysia, Skudai, Johor, Malaysia

Abdul Kadir Bin Marsono

Civil Engineering Faculty, Universiti Teknologi Malaysia, Skudai, Johor, Malaysia

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 :
  • Hu, Y.X., Liu, S.C., and Dong W. (1996). "Earthquake Engineering ...
  • Anderson, J.C. and Bertero, V.V. (1974), :Effects of Gravity Loads ...
  • Richard, R..B (2005). :Reproduction before automation and robotics? Journal of ...
  • Lim, C.Y. (2008). Behaviour of Bolted Beam-to -Column Precast Concrete ...
  • Ahmadizad eh, M. and Shakib, H. (2004), :On the December ...
  • British Standards Institution. (1997). : BS 8110: British Standard Codes ...
  • British Standards Institution. (2000). : BS 5950: British Standard Codes ...
  • Building Code UBC Vol. 2: Structural Uniformء 8. Internationa Code ...
  • British Standards Institution. (1984). _ 6399: British Standard Codes of ...
  • Moghadasi, M. and Marsono, A.Kadir, (2010). " Seismic Analysis of ...
  • نمایش کامل مراجع