Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Response of Lateral Resisting Support System in High-Rise Buildings
The impact of lateral load on tall buildings is a significant consideration that escalates with building height. The lateral load resisting mechanism in high-rise buildings has a significant impact on the structure's response. It is possible to design an efficient and affordable tall building with understanding of the factors affecting the selection of the structural system and the interaction with architectural aspects of the structural system existing in the tall building. The present paper has used structural analyses to compare the structural behaviors of various lateral load resisting viz., moment-resisting frame system, moment-resisting frame system with shear wall (dual system), framed tube system, tube-in-tube structure, bundled tube structure using the structural software ETABS. For all the types of the models, parametric studies of Storey displacements, Storey drift, base shear, modal time Period and Storey acceleration were assessed. The designated structures have G + 36 Storey and plan area are 1600 m2 area (40 m × 40 m) throughout the building height. RC Moment Resisting Frame Structure was compared to the Tubular constructions, the modal time period decreased significantly. When tall tubular constructions were subjected to seismic loading, their base shear increased relative to tall RC moment-resistant frame structures. When comparing the top story displacement of a Tall RC Moment Resisting Structure to Tubular Structures, storey drift and story displacement have decreased. For Tubular constructions over the Tall RC Moment Resisting Structure, storey accelerations increased.
Response of Lateral Resisting Support System in High-Rise Buildings
The impact of lateral load on tall buildings is a significant consideration that escalates with building height. The lateral load resisting mechanism in high-rise buildings has a significant impact on the structure's response. It is possible to design an efficient and affordable tall building with understanding of the factors affecting the selection of the structural system and the interaction with architectural aspects of the structural system existing in the tall building. The present paper has used structural analyses to compare the structural behaviors of various lateral load resisting viz., moment-resisting frame system, moment-resisting frame system with shear wall (dual system), framed tube system, tube-in-tube structure, bundled tube structure using the structural software ETABS. For all the types of the models, parametric studies of Storey displacements, Storey drift, base shear, modal time Period and Storey acceleration were assessed. The designated structures have G + 36 Storey and plan area are 1600 m2 area (40 m × 40 m) throughout the building height. RC Moment Resisting Frame Structure was compared to the Tubular constructions, the modal time period decreased significantly. When tall tubular constructions were subjected to seismic loading, their base shear increased relative to tall RC moment-resistant frame structures. When comparing the top story displacement of a Tall RC Moment Resisting Structure to Tubular Structures, storey drift and story displacement have decreased. For Tubular constructions over the Tall RC Moment Resisting Structure, storey accelerations increased.
Response of Lateral Resisting Support System in High-Rise Buildings
Lecture Notes in Civil Engineering
Goel, Manmohan Dass (Herausgeber:in) / Biswas, Rahul (Herausgeber:in) / Dhanvijay, Sonal (Herausgeber:in) / Kumar, Virendra (Autor:in) / Ranjan, Vivek (Autor:in) / Choubey, Bishwajeet (Autor:in)
Structural Engineering Convention ; 2023 ; Nagpur, India
13.11.2024
16 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
Moment resisting frame system , Dual system , Frame tube system , Tube-in-Tube system , Bundle Tube system , Storey displacement , Storey drift , Base shear , Storey acceleration Engineering , Building Construction and Design , Solid Construction , Sustainable Architecture/Green Buildings , Structural Materials
Lateral Load-Resisting System Using Mass Timber Panel for High-Rise Buildings
| DOAJ | 2017
Optimal lateral resisting systems for high-rise buildings under seismic excitations
| BASE | 2021
Steel Lateral Load Resisting Systems for Low-Rise Buildings in Australia
| British Library Conference Proceedings | 1994
Lateral Load Resisting Systems for Circular Buildings
| British Library Conference Proceedings | 1994