Impact of Revised Code Provisions of Seismic and Wind Loads on RCC Elevated Water Tanks | Zendy

K. Balaji | Zendy; T. Santhosh Kumar | Zendy; B. Santhosh Kumar | Zendy; K. Chitti Babu | Zendy

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Impact of Revised Code Provisions of Seismic and Wind Loads on RCC Elevated Water Tanks

Author(s) -

K. Balaji,

T. Santhosh Kumar,

B. Santhosh Kumar,

K. Chitti Babu

Publication year - 2019

Publication title -

international journal of innovative technology and exploring engineering

Language(s) - English

Resource type - Journals

ISSN - 2278-3075

DOI - 10.35940/ijitee.j9341.0981119

Subject(s) - bending moment , shear force , structural engineering , earthquake resistance , wind engineering , seismic loading , peninsula , engineering , code (set theory) , geology , wind force , seismic analysis , geotechnical engineering , environmental science , computer science , geography , archaeology , set (abstract data type) , climatology , programming language

Reinforced concrete elevated water tanks have been reckoned as importance structure for post-earthquake and Post cyclonic emergency service consideration.Certain additional guidelines have been recommended in IS 1893 (Part-2) 2014 Earthquake code and IS 875 (Part-3) 2015Wind load code in cyclonic prone areas of Indian peninsula. Three different capacities of RCC Elevated water tanks have been examined the effects of revised code provisions with the STAAD Pro (v8i) software to assess the internal parameters such as axial force at the ground level, Bending moment, Base Shear force and finally the quantity of steel required. The effect of Zonal classifications is illustrated and finally it can be concluded that the Earthquake design criteria governs when compared to Cyclonic load consideration

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