Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Process Management of Project Activities in a High-Rise Building Using Primavera
High-rise building architecture has seen significant evolution in the last several decades. Buildings are increasingly being modelled using three-dimensional finite element software. The usual construction activities in a “high-rise structure” have been reviewed in this paper. The conventional ways of scheduling the construction activities have been shifted over to a software called Primavera which provides better and more accurate time management of the activities. The timeline of activities has been detailed using a “Gantt chart” and a total time duration of 398 working days has been obtained through the process. Moreover, the stress analysis of “high-rise structure” has been also attempted in this paper using the Staadpro software. A software model of the G + 3 structure has been prepared “and then subjected to various loads as per Indian standards. It has been observed that the maximum load is bored by the ground floor, i.e. 0.018 N/mm2, which goes on decreasing gradually towards the upward floors and is minimum for the topmost floor, i.e. 0.123 N/mm2. While the beams show “maximum bending moment” in the z-direction.
Process Management of Project Activities in a High-Rise Building Using Primavera
High-rise building architecture has seen significant evolution in the last several decades. Buildings are increasingly being modelled using three-dimensional finite element software. The usual construction activities in a “high-rise structure” have been reviewed in this paper. The conventional ways of scheduling the construction activities have been shifted over to a software called Primavera which provides better and more accurate time management of the activities. The timeline of activities has been detailed using a “Gantt chart” and a total time duration of 398 working days has been obtained through the process. Moreover, the stress analysis of “high-rise structure” has been also attempted in this paper using the Staadpro software. A software model of the G + 3 structure has been prepared “and then subjected to various loads as per Indian standards. It has been observed that the maximum load is bored by the ground floor, i.e. 0.018 N/mm2, which goes on decreasing gradually towards the upward floors and is minimum for the topmost floor, i.e. 0.123 N/mm2. While the beams show “maximum bending moment” in the z-direction.
Process Management of Project Activities in a High-Rise Building Using Primavera
Lecture Notes in Civil Engineering
Pathak, Krishna Kant (Herausgeber:in) / Bandara, J. M. S. J. (Herausgeber:in) / Agrawal, Ramakant (Herausgeber:in) / Imteyaz, Md. (Autor:in) / Gautam, Ravindra (Autor:in)
International Conference on Recent Advances in Civil Engineering ; 2022
03.10.2023
14 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
Implementation of Planning Techniques for A Residential Project using PRIMAVERA
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