International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 11 Issue: 05 | May 2024
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p-ISSN: 2395-0072
COMPARE THE PERFORMANCE OF ADVANCED STRUCTURAL FORMS IN SEISMIC ZONES, AND EVALUATE THE COST AND TIME IMPLICATIONS OF IMPLEMENTING ADVANCED STRUCTURAL FORMS Ar. Monisha1, Ar.Fathima taskeen2 , Ar.Indrapriya3 1Post Graduate student, Faculty of architecture, Dr. MGR University, Tamil nadu, India 2Deputy HOD, Faculty of Architecture, Dr. MGR University, Tamil nadu, India
3Additional HOD, Faculty of Architecture, Dr. MGR University, Tamil nadu, India
---------------------------------------------------------------------***--------------------------------------------------------------------The primary aim is to identify suitable structural forms for Abstract - The construction structure resembles the
effectively resisting seismic loads in high-rise buildings, as well as to compare the performance of load and drift in seismic zones and assess the cost and time implications of advanced structural forms.
skeletal framework of a human body, serving as the essential support upon which the entire building relies. Every component within construction contributes to this support, varying in their degree of importance as they uphold both themselves and adjacent elements. The present study was carried out to analyze the structural performance of the G+10 story framed structure subjected to seismic loading of Zone 3 using ETABS software. Four similar models having the Difference plan configuration is prepared. The comparison of conventional reinforced concrete structure with Mivan Technology, bracing system, Diagrid structure, steel plate shear wall system is done and the result obtained is compared in terms of the structural performance of the following parameters-maximum story displacement, story drift, story Drift and story displacement.
3. METHODOLOGY The objective of the study was achieved through the utilization of ETABS software for analysing story drift and displacement, while Primavera software was employed to analyse cost and time aspects.
Key Words: ETABS, Storey Drift, Storey Displacement, Time and cost
1. INTRODUCTION Worldwide, there's a significant demand for constructing high-rise buildings due to the expanding population. Designing engineering structures to be earthquakeresistant is crucial for mitigating potential damage from future seismic events. The seismic design of structures relies on ground motion specifications derived from past earthquake data. Thus, creating earthquake-resistant designs tailored to seismic frequencies is paramount for minimizing damage. However, earthquake forces vary and are unpredictable. Hence, software tools are essential for analysing structures under various seismic forces. So the significance of effectively designing and constructing earthquake-resistant structures cannot be overstated. To address this, ETABS offers comprehensive static and dynamic analysis capabilities, accommodating a diverse array of gravity, thermal, and lateral loads.
Figure 1: Methodology
4. SCOPE
2. OBJECTIVE
Validating techniques and mediums for improved living standards aids architects and engineers in crafting building forms that are more resilient to earthquakes.
The study involves a comparison of four technologies: concrete structures, bracing systems, diagrid structures, and steel plate concrete composite shear wall structures.
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