电邮这篇文章 
Effect of joint stiffness and flexibility on the design of reinforced cement concrete structure
- 作者: Lamichhane G.P.1, Giri P.1
-
隶属关系:
- Pokhara University
- 期: 卷 16, 编号 1 (2020)
- 页面: 22-30
- 栏目: Analysis and design of building structures
- URL: https://journals.rcsi.science/1815-5235/article/view/325595
- DOI: https://doi.org/10.22363/1815-5235-2020-16-1-22-30
- ID: 325595
如何引用文章
全文:
详细
Relevance. A beam-column joint is a crucial zone in any frame structure that transmits the forces at the end of the members in the panel zone. The connection between the joints may be assumed as rigid or flexible one and it is not an ideal one to predict the actual behavior of the joint section. Methods. The displacement along the joint section is the most critical one that has to be taken care while designing the structure. In this paper, the flexibility of the reinforced concrete joints was studied under two different cases: in first phase, building having 3 storey including ground floor was taken and is analysed using SAP 2000 and secondly third floor shear wall with l hollow concrete mesh of column section was analyzed in same software and the flexibility of the joints was tested in terms of its stress and displacement parameters using different approaches such as link mass property, end length offset zone, panel zone rotational spring stiffness property. The results obtained from the two cases were analyzed with consideration of parametric study and variation of the stresses with displacement and are shown with comparative graphic.
作者简介
Govind Lamichhane
Pokhara University
编辑信件的主要联系方式.
Email: govindkhec@gmail.com
PhD, Associate Professor, School of Engineering
Pokhara Metropolitan City-30, Lekhnath, Kaski, Nepal, Post Box: 427Prajwal Giri
Pokhara University
Email: govindkhec@gmail.com
graduate in MSc. in Structural Engineering, School of Engineering
Pokhara Metropolitan City-30, Lekhnath, Kaski, Nepal, Post Box: 427参考
- Johnson R.P., Hope-Gill M. Semi-rigid joints in composite frames // International Association for Bridge and Structural Engineering. 1972. Pp. 133–144.
- Cabrero J.M., Bayo E. Development of practical design methods for steel structures with semi-rigid connections // Engineering Structures. 2005. No. 27. Pp. 1125–1137.
- Jaspart J.P. General report: session on connections // Journal of Constructional Steel Research. 2000. No. 55. Pp. 69–89.
- Becker R. Panel Zone Effect on the Strength and Stiffness of Steel Rigid Frames // Engineering Journal, Ame- rican Institute of Steel Construction. 1975. No. 12. Pp. 19–29.
- Slutter R.G. Test of panel zone behavior in beamcolumn-connections. Report No. 200.81.403.1. Bethlehem, PA: Fritz Engineering Laboratory, Lehigh University, 1982.
- Mays T.W. Application of the finite element me- thod to the seismic design and analysis of large moment end-plate connections: PhD Dissertation. Blacksburg, VA: Virginia Polytechnic Institute and State University, 2000.
- Ciutina A.L., Dubina D. Column web stiffening of steel beam-to-column joints subjected to seismic actions // Journal of Structural Engineering, American Society of Civil Engineers. 2008. Vol. 134. No. 3. Pp. 505–510.
- Shirsat P.S., Engelhardt M.D. Preliminary analysis of doubler plate attachment details for steel moment fra- mes // 15th World Conference on Earthquake Engineering. Lisboa, 2012.
- Krawinkler H. The state of the art report on systems performance of moment resisting steel frames subjected to earthquake ground shaking // FEMA-355C. Washington, DC: Federal Emergency Management Agency, 2000.
- Sun-Min Kim, Myoung-Ho Oh, Myeong-Han Kim, Sang-Dae Kim. Analytical Modeling and Nonlinear Analy- sis of Beam-Column Connection in Steel Moment Resis- ting Frame // Journal of Asian Architecture and Building Engineering. 2006. Vol. 5. No. 2. Pp. 309–316. https:// doi.org/10.3130/jaabe.5.309
- Indian Standard Code IS 1893-2002. Part I. Criteria for earthquake resistant design of structures General provisions and buildings. New Delhi: Bureau of Indian Standards, 2002.
- Indian Standard Code IS 456-2000. Practice for plain reinforced concrete. New Delhi: Bureau of Indian Standards, 2000.
- Indian Standard Code IS 13920-1993. Practice for ductile detailing of reinforced concrete structures. New Delhi: Bureau of Indian Standards, 1993.
- ACI 318-02. Building Code Requirements for Structural Concrete. American Concrete Institute, ACI Committee 318, Farmington Hills, MI, 2002.
- Concrete Structures Standard NZS 3101. Part 1. The Design of Concrete Structures. New Zealand Standard. 1995.
- Concrete Structures Standard NZS 3101. Part 2. The Design of Concrete Structures. New Zealand Standard, 1995.
- Nepal Building Code NBC-205. Mandatory rules of thumb: Reinforced concrete buildings without masonry infill. Department of Building, Ministry of Physical Planning and Works, Government of Nepal, 1994.
- Design Provisions for Earthquake Resistant Structures EN 1998-1-3:2003. Part 1. General Rules, Seismic Actions and Rules for Building. Brussels, 2003.
- Indian Standard Code IS 800-2007. Practice for Steel Structures. New Delhi: Bureau of Indian standards, 2007.
- Pradip S., Rajesh A., Menon D. Design of RC Beam Column Joints Under Seismic Loading // Journal of Structural Engineering. 2007. Vol. 33. No. 6. Pp. 449–457.
- Ferdous W. Effect of Beam-Column Joint Stiffness on the Design of Beams // 23rd Australasian Conference on the Mechanics of Structures and Materials (ACMSM23), Byron Bay, Australia, 9–12 December 2014 /ed. by S.T. Smith. 2014.
补充文件
