Kg Bhatia
CEO at D-Cad Technologies
Based in Delhi, India
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Seniority
C-Team
Department
General Business & Management
Location
Delhi
Industry
Civil Engineering
Company size
5
Contact information
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k•••••••@dcadtechnologies.com
Phone
5 credits+91 ••• •••• ••••
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Background
About Kg Bhatia
Dr. K.G. BHATIA B.Sc. Engg, M.E, PhD FIE, FISET, FIAStructE, MISWE, FICI Formerly: • General Manager - Bharat Heavy Electricals Ltd, • President - Indian Society of Earthquake Technology • Chairman - Indian Society of Earthquake Technology, Delhi Chapter • Expert Member - Group on Earthquake Preparedness, Govt. of NCT of Delhi • Member, Research Council, Structural Engineering Research Centre, A body of Council of Scientific & Industrial Research (CSIR), Government of India • Member - Dept. of Science & Technology (DST), Government of India - Committee on Seismic Instrumentation • Member - DST - Committee on Augmentation of shake table facility at Univ. of Roorkee • Member - Selection Committee (as Chancellor's nominee) for position of Assistant Professor in Earthquake Engg. Dept. at Univ. of Roorkee • Member - Selection Committee, for position of Professor in Continuing Education Dept. Univ. of Roorkee • Member - Board of Studies, Institute of Technology - BHU, Varanasi, India • Member - Standing Advisory Committee, Dept. of Applied Mechanics, Indian Institute of Technology, Delhi MEMBER - PROFESSIONAL BODIES PROFESSIONAL BODIES •Fellow, India Society of Earthquake Technology •Fellow, Institution of Engineers (India) •Fellow, Indian Association of Structural Engineers •Fellow, Indian Concrete Institute •Member, Indian Geotechnical Society •Member, International Society of Soil Mechanics & Foundation Engineering •Member, Indian society of Wind Engineering OTHERS •MEMBER, BUREAU OF INDIAN STANDARDS on the following committees: CED 39 Earthquake Engineering (IS 1893 - Pt 1 - Member main body) CED 39:6 Industrial Structures (Convenor IS 1893 - Pt 4) CED 37 Structural Safety of buildings (IS 875) MED 28 Mechanical Vibration and Shock CED 43 Foundations Subjected to Dynamic Loads
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