التفاصيل البيبلوغرافية
| العنوان: |
Comparison of diagrid, rigid frame and shear wall structures in high rise buildings. |
| المؤلفون: |
Kamlecar, Srinitthe, Biradar, Vithal |
| المصدر: |
AIP Conference Proceedings; 2024, Vol. 3146 Issue 1, p1-11, 11p |
| مصطلحات موضوعية: |
SHEAR walls, TALL buildings, LATERAL loads, FRAMING (Building), STRENGTH of materials |
| مستخلص: |
With the present day accepted high strength materials and the construction techniques that have been moving on the road to "stiffness" and "lightness," high rise structures have evolved based on structural concepts. Data from the past indicates that there is a rise in the demand for earthquake-resistant buildings. As a result, the seismic effect must be considered during the design and analysis of structures. Tall buildings can be equipped with a number of lateral load resistance systems, including moment resisting frames, shear wall systems, bracing systems, space trusses, tubular structures, and others. The most cutting-edge structural system for tall skyscraper design is called Diagrid. This document presents a comparison of the diagrid system, rigid frame system, and shear wall system. Two distinct plan configurations, namely an octagon and a square, have been modelled and examined for an 18-story diagrid building, a rigid frame building, and a building with shear wall systems. Six structures in total are modelized and examined to check with the system resists lateral loads the best. On ETABS, modelling and analysis have been done. The dynamic analysis is excecuted utilising the Response Spectrum Technique. According to Indian requirements, every loading and inspection is offered. For the investigation, factors including base shear, time period along with storey displacement, and storey drift are taken into account [ABSTRACT FROM AUTHOR] |
|
Copyright of AIP Conference Proceedings is the property of American Institute of Physics and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.) |
| قاعدة البيانات: |
Complementary Index |
Find this article in full text from Scitation.