Utilization of Advance Technology and Techniques In Analysis of A Tall Structure
DOI:
https://doi.org/10.32628/IJSRCEKeywords:
Structural Stability, Analysis, Advance Techniques, Software's, Columns, Lateral ForcesAbstract
Presently a-days, the modelers frequently disallow the widths of the segments so that all the more free space is accessible and for the great tasteful look of the structure without sections jutting out of the dividers and corners. Advances in basic individuals and methods to oppose parallel powers are commonly utilized now days to imagine more steady and safe structure.
In present work with the ultimate objective to differentiate sustained strong structure utilizing customary segments against structure planned with unique molded segments considering seismic loads on G+12 multi-story building having plan estimation 63.20mx29.50m m is shown and dismembered in Etab transformation composed structure diagram programming. Proportionate static examination and dynamic response range assessment are performed on the structure.
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Yuzhuo WANG ,Ying HUANG and Chuanguo FU, [Performance of T-Shaped Steel Reinforced Concrete Column under High Temperature], 6th International Workshop on Performance, Protection & Strengthening of Structures under Extreme Loading, PROTECT2017, 11-12 December 2017, Guangzhou (Canton), China.
Mary Paul V and Nisha Vargheese, [AXIAL COMPRESSIVE BEHAVIOUR OF CRISS CROSSED SHAPED CONCRETE COLUMNS FENCED WITH STEEL], International Journal of Scientific & Engineering Research Volume 10, Issue 5, May-2019, ISSN 2229-5518.
Dr.MD.Subhan, [An investigational behaviour of RCC Core Steel Composite Column], SSRG International Journal of Civil Engineering ( SSRG - IJCE) – Volume 4 Issue 5 – May 2017.
Shital A. Navghare and Amey Khedikar, [Analysis of RCC Framed Structure for Column with Modelling Irregularities], International Journal of Innovative Research in Science, Engineering and Technology, Vol. 6, Special Issue 11, May 2017.
Shivaranjitha T H and Naveen Kumar S, [Comparative Study of Y-Shaped Columns with Conventional Rectangular Shaped Columns], International Research Journal of Engineering and Technology (IRJET), Volume: 04 Issue: 06 | June -2017.
Pu Yang, Hongxing Liu and Zongming Huang, [A COMPARISON OF SEISMIC BEHAVIOR BETWEEN SPECIALLY SHAPED COLUMN FRAME STRUCTURE AND RECTANGULAR COLUMN FRAME STRUCTURES], The 14 th World Conference on Earthquake Engineering October 12-17, 2008, Beijing, China.
Suraj Shet, Sabyath Shetty and Shanmukha Shetty, [Analysis of Pu-Mu Interaction Diagram of C-Shaped Equal Legged RC Column Developed using ETABS and Analytical Method], International Journal of Engineering & Technology, 7 (3.34) (2018) 835-839.
Tinu Mathew T. and Krishnachandran V.N., [Parametric Study on Tubed Steel Reinforced Concrete Columns under Axial Loading], International Journal for Research in Applied Science & Engineering Technology (IJRASET), Volume 4 Issue VIII, August 2016, ISSN: 2321-9653.
Xiaowei Wang, Shihua Wei and Depeng Zhang, [The finite element analysis of L-shaped concrete columns confined by stirrups under axial repeated loads], Advances in Engineering Research (AER), volume 143, 6th International Conference on Energy and Environmental Protection (ICEEP 2017).
SHRUTIG. AGRAWAL and Dr. P. S. PAJGADE, [Response of Different Shapes of Columns on RC Buildings with and without Shear walls], International Journal of Innovative and Emerging Research in Engineering, Volume 3, Special Issue 1, ICSTSD 2016.
Aditya N. Gumble and Dr. Prakash S. Pajgade, [COMPARISON BETWEEN SPECIALLY SHAPED COLUMNS AND RECTANGULAR COLUMNS IN R.C. STRUCTURE], International Journal of Advance Engineering and Research Development, Scientific Journal of Impact Factor(SJIF): 3.134, Volume 2,Issue 5, May -2015.
André T. Beck and André S. Dória, [Reliability Analysis of I-Section Steel Columns Designed According to New Brazilian Building Codes], Vol.No. 2, April-June 2008.
Shruti S. Ladvikar and Ashok R. Mundhada, [Effect of Different Column Shapes on Seismic Performance of Buildings: A Review], INTERNATIONAL JOURNAL FOR RESEARCH IN EMERGING SCIENCE AND TECHNOLOGY, VOLUME-3, ISSUE-12, DEC-2016.
T. Zhou, M.Y. Xu, Z.H. Chen, X.D. Wang and Y.W. Wang, [ECCENTRIC LOADING BEHAVIOR OF L-SHAPED COLUMNS COMPOSED OF CONCRETE-FILLED STEEL TUBES], Advanced Steel Construction Vol. 12, No. 3, pp. 227-244 (2016).
ZHANG Shuai,CHEN Shao-ji,LI Zhe and ZHANG Jian-shan, [Research on Hysteretic Performance of Steel Reinforced Concrete T-shaped Column], MATEC Web of Conferences 03003 (2016).
Sumayya M Kareem and Linda Ann Mathew, [Seismic Analysis of Space Frame with T and Square Shaped Column], International Journal of Science and Research (IJSR), Index Copernicus Value (2013): 6.14 | Impact Factor (2015): 6.391, Volume 5 Issue 7, July 2016.
D.R. Panchal, P.M. Marathe (2011), “Comparative Study of RCC, steel and composite (G+30 storey) building”, Nirma University, Ahmedabad, India.
D.R. Panchal, Dr. S.C. Patodi, “steel-concrete composite building under seismic forces”, Vadodara, India.
LIU Jingbo, LIU Yangbing (2008), “ Seismic behaviour analysis of steel-concrete Composite frame structure systems”, Tsinghua University, Beijing, China,.
IS 456: 2000, “Code for practice of plain and reinforced concrete code of practice, Bureau of Indian Standards”, New Delhi.
Wang, Zijun and Liu, Weiqing. (1999). Shaking table test for a mid high-rise big bay RC frame model with special shaped columns. Earthquake engineering and engineering vibration 19:3, 59-64.
Liu, Junjin and Lu, Zhitao. (2002). Study on Shaking Table Test of a 9-story RC Frame Model with Specially Shaped Columns and Transfer Story. Journal of Building Structures 23:1, 21-26.
Li, Jie. Xiao, Jianzhuang and Chen, Jianbing. (2002). Experimental study on RC structures with special-shaped columns. Journal of Civil Engineering 35:3, 7-12.
Yang, Pu. Li, Yingming and Lai, Ming. (2000). A new method for selecting inputting waves for time-history analysis. Journal of Civil Engineering 33:6, 33-37.
Huang, Zongming and Chen, Tao. (2003). Comparison between flexibility-based and stiffness-based nonlinear beam-column elements. Engineering Mechanics 20:5, 24-31.
Chen, Tao, and Huang, Zongming. (2004). Flexibility based finite element method for inelastic seismic response analysis of reinforced concrete space frames. Journal of Building Structures 25:2, 79-84.
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