Systematical structural analysis of monolithic domes

Prathamesh Sheth 1 and Vaibhav Shelar 2, *

1 Student, Department of Civil Engineering, Trinity College of Engineering and Research, Pune, India.
2 Assistant Professor of Civil Engineering, Trinity College of Engineering and Research, Pune, India.
 
Review
World Journal of Advanced Engineering Technology and Sciences, 2023, 09(01), 358–363.
Article DOI: 10.30574/wjaets.2023.9.1.0162
Publication history: 
Received on 20 April 2023; revised on 18 June 2023; accepted on 21 June 2023
 
Abstract: 
Monolithic dome structures were built in the 1970s in Europe and America. These dome structures share common benefits of being cost efficient, earth-friendly, extremely durable, and easily maintained. Monolithic shells are easily constructed and are extremely cost-effective. Monolithic domes respond efficiently to any climate, even to extremely cold or hot temperatures. In terms of utility savings, monolithic domes can cut electricity consumption by up to one-third, thereby saving 60–70% of total energy costs. Moreover, monolithic structures provide the highest survivability rates from destructions. The interior of monolithic domes have perfect, concave shapes to ensure that sound travels through the dome and perfectly collected at different vocal points. These dome structures are utilized for domestic use because the scale allows the focal points to be positioned across daily life activities, thereby affecting the sonic comfort of the internal space.
This study examines the various acoustic treatments and parametric configurations of monolithic dome sizes. A geometric relationship of acoustic treatment and dome radius is established to provide architects guidelines on the correct selection of absorption needed to maintain the acoustic comfort of these special spaces. In this study we cannot take the particular research paper for comparison of results. The location of structure for terrain category I calculated and so the wind speed varies according to terrain and this results in different value of load calculation for different terrain category.
 
Keywords: 
Monolithic Dome; STAAD PRO V8i; IS 456; IS 875; IS 1893
 
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