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Computational Intelligence on High Rise Structure with Effect of Diverse Load Conditions

    Authors

    • Ramkesh Prajapat 1
    • Mahendra Meghwal 1
    • Ramana P.V. 2

    1 M.Tech Student in Department of Civil Engineering, Malaviya National Institute of Technology Jaipur-302017, India

    2 Professor, Department of Civil Engineering, Malaviya National Institute of Technology, Jaipur-302033, India.

,

Document Type : Research Article

10.47392/irjash.2021.175
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Abstract

The construction of high-rise buildings all overthe world and India is overgrowing. Steel has more advantages in the modern world. Itprovidesan innovativeframe system, easy assembly, a high weight-to-weightratio,differentstrengths, and a more extensive section range. The high-rise structures are environmentally friendly, which iswhy steel is used in high-risebuildingsworldwide. So far, designers have only considered gravity when planning buildings. Earthquakes, wind, and lateral forces havebeen addedto the design. The challenge is to find the economic structure system of high-rise buildings in the Indian scenario. Thisdocument covers various structural steel systems: moment stabilization frame system, composite frame system, roof rack system with stabilizingbelt,shear wall frame system, frame tube system. When designing multi-storey buildings, truss systems, clusterpiping systems for high-rise buildings, lateral loads (wind or seismic loads) are mainly responsible for demolition, which usually determines structural systems for high-rise buildings. Tomake the drift asa minimum, the beams, and columns to beenlarged.In a building with a small number of floors,the lateral load rarely affects the increase in the building and the increase in size. Considering the live and dead loads, the component structureis an option for possible rearrangement of the structure. In other side load resistance systems under study, the side displacement in the torque frame is the highest. The lateral displacement ofthe double frame is the smallest, and the lateral displacement of the sliding wall system is slightly higher than that of the double system.

Keywords

  • Demolition & demolition between floors
  • shear wall &double framewall system
  • bending& cross-braceframe
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International Research Journal on Advanced Science Hub
Volume 03, Special Issue 6S - Issue Serial Number 6
June 2021
Page 111-117
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  • PDF 268.4 K
History
  • Receive Date: 01 January 1970
  • Accept Date: 01 January 1970
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  • Article View: 194
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APA

Prajapat, R. , Meghwal, M. and P.V., R. (2021). Computational Intelligence on High Rise Structure with Effect of Diverse Load Conditions. International Research Journal on Advanced Science Hub, 03(Special Issue 6S), 111-117. doi: 10.47392/irjash.2021.175

MLA

Prajapat, R. , , Meghwal, M. , and P.V., R. . "Computational Intelligence on High Rise Structure with Effect of Diverse Load Conditions", International Research Journal on Advanced Science Hub, 03, Special Issue 6S, 2021, 111-117. doi: 10.47392/irjash.2021.175

HARVARD

Prajapat, R., Meghwal, M., P.V., R. (2021). 'Computational Intelligence on High Rise Structure with Effect of Diverse Load Conditions', International Research Journal on Advanced Science Hub, 03(Special Issue 6S), pp. 111-117. doi: 10.47392/irjash.2021.175

CHICAGO

R. Prajapat , M. Meghwal and R. P.V., "Computational Intelligence on High Rise Structure with Effect of Diverse Load Conditions," International Research Journal on Advanced Science Hub, 03 Special Issue 6S (2021): 111-117, doi: 10.47392/irjash.2021.175

VANCOUVER

Prajapat, R., Meghwal, M., P.V., R. Computational Intelligence on High Rise Structure with Effect of Diverse Load Conditions. International Research Journal on Advanced Science Hub, 2021; 03(Special Issue 6S): 111-117. doi: 10.47392/irjash.2021.175

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