MIT-World Peace University (MIT-WPU) is a top educational institute located in Pune, India. It is recognized within&nbsp;UGC under Government of Maharashtra Act No. XXXV 2017.&nbsp;

It is part of the MIT group of institutions (established in 1983) which covers 10+ campuses across India and has more than 50,000+ students enrolled across various disciplines at a given point of time. The institute houses 15 schools ranging from Engineering &amp; Technology, Design, Pharmacy, Commerce, Governance among others. It offers undergraduate, postgraduate and PhD programs among different disciplines.&nbsp;

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MIT World Peace University

Dome systems are space structures which cover big area with minimum surface. It is a doubly curved shell structure. Dome is stronger, stable and sturdy than another singly curved shell structures which could be relevant to many civil engineering structures like auditorium exhibition hall, industrial structures pinnacle protecting of round water tank etc. Modern concrete shell domes can be constructed to the ratio (thickness -to-radius) of 1: 800 constructed with concrete and wire mesh, and they are safe and beautiful. The main aim of this study is to analyze the behavior and strength of modern-day thin spherical shell domes made of concrete with and without ribs, the use of finite element technique thru SAP2000 software. The work consists of erection of round domes with massive diameter (50, 100, and 150) m with and without ribs with unique thickness 15cm. All models had been analyzed by using finite element technique, and design application SAP2000 changed into used to remember the influence of the big diameter and thickness of shell dome on stress distribution.

School of Civil Engineering

Engineering and Technology

World University root node

international, scopus,ugc

Effect of Rib Beams on Stability of R.C.C. Dome Structure

The construction industry is growing very fast across the globe as such the demand for the space is increasing day by day. It is often in metropolitan cities that buildings are build very close to each other due to lack of space and this leads to phenomenon called “Pounding”. The pounding means a collision of adjacent building to each other due to insufficient space between the buildings. The pounding is a dynamic property and depends on many factors.In this papereffect of GAP between the building on pounding force is studied in detailed. The modeling and analysis of building is done by using ETABS analysis package. The gaps between the buildings are modeled by using compression only “GAP” element which consists of specified gap and a spring with proper stiffness. The nonlinear modal time history analysis is performed for three different ground motion characteristics and parameters such as displacement, pounding force and base shear etc are compared and presented.