http://www.iaeme.com/IJCIE International Journal of Civil E Volume 8, Issue 7, July 2017, pp Available online at http://http://ww ISSN Print: 0976-6308 and ISSN © IAEME Publication A PARAMETR RESISTAN Assistant Profess Vi Professor of Civi V Professor of Civil En Vi Post Gr Baba Institute ABSTRACT This paper presents a c on chimneys of different h (provided as chimneys) of loads are considered in software for seismic Zone 39m/sec, 44msec, 49m/sec developed in the steel sta determined and compared Keywords: Chimney, Win Cite this Article:M. Pava Roopesh, A Parametric S International Journal of Civ http://www.iaeme.com/IJCIE ET/index.asp 858 ed Engineering and Technology (IJCIET) p. 858–875, Article ID: IJCIET_08_07_093 www.iaeme.com/ijciet/issues.asp?JType=IJCIET&V N Online: 0976-6316 Scopus Indexed RIC STUDY ON LATERA NCE OF STEEL CHIMN M. Pavan Kumar sor of Civil Engineering, SVP Engineering Co isakhapatnam, Andhra Pradesh, India P. Markandeya Raju il Engineering, MVGR College of Engineerin Vizianagaram, Andhra Pradesh, India N. Victor Babu ngineering, Baba Institute of Technology and isakhapatnam, Andhra Pradesh, India K. Roopesh raduate Student of Structural Engineering, e of Technology and Sciences, Visakhapatnam Andhra Pradesh, India computer aided investigation on the seismic a heights in the Indian scenario. Self-support overall height 90m and 110m subjected to w this study. The chimneys are analyzed usi es II, III, IV and V and wind loads of bas c, and 50m/sec. Maximum shear force and be acks along with lateral displacements and m to study the structural response of steel stack nd Speeds, Seismic Loads, Steel, IS 800 2007, an Kumar, P. Markandeya Raju, N. Victo Study On Lateral Load Resistance of St vil Engineering and Technology, 8(7), 2017, p ET/issues.asp?JType=IJCIET&VType=8&ITy ditor@iaeme.com VType=8&IType=7 AL LOAD NEYS ollege, ng (A), d Sciences, m, and wind effects ting steel stacks wind and seismic ing STAAD.Pro sic wind speeds ending moments mode shapes are ks. , STAAD.Pro; r Babu and K. teel Chimneys, pp. 858–875. ype=7