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2022 | OriginalPaper | Buchkapitel

Assessment of the Global Ductility of Mid-rise RC Buildings and Comparison with Varying Plan Aspect Ratio in High Seismic Zone

verfasst von : C. K. Sushma, Vijayalakshmi Akella

Erschienen in: Earthquakes and Structures

Verlag: Springer Singapore

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Abstract

A structure in high seismic regions must perform under large forces without failing; hence, in this scenario, inelastic energy dissipation plays an important role in resisting large forces mainly caused by an earthquake. A ductile structure can deform and dissipate energy during an earthquake because it keeps deforming without reaching ultimate failure or collapse. In this study, the ductility of mid-rise RC buildings was compared under high seismic zones for different aspect ratios. Investigations were performed by following the Indian standard code with respect to plan aspect ratios. Reinforced concrete buildings with 10, 20 and 30 stories were modelled using five different plan aspect ratios of 1:1, 1:2, 1:3, 1:4, 1:5 and 1:6 under two categories, viz., category 1 with different plan aspect ratio and category 2 with the same plan area. The buildings were analysed by employing response spectrum and non-linear static analysis to obtain the results using Etabs software.

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Literatur
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2.
Zurück zum Zitat Aswin PT (2013) Thesis on seismic evaluation of 4-story reinforced concrete structure by non-linear static pushover analysis. NIT, Rourkela Aswin PT (2013) Thesis on seismic evaluation of 4-story reinforced concrete structure by non-linear static pushover analysis. NIT, Rourkela
3.
Zurück zum Zitat Kia SM, Yahyai M (2004) Relationship between local and global ductility demand in steel moment resisting frames. In: 13th world conference on earthquake engineering, Paper no. 885 Kia SM, Yahyai M (2004) Relationship between local and global ductility demand in steel moment resisting frames. In: 13th world conference on earthquake engineering, Paper no. 885
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Zurück zum Zitat Krishna GV, Kumar R, International conference on issues in design of tall concrete buildings in India with reference to IS 16700: 2017 code Krishna GV, Kumar R, International conference on issues in design of tall concrete buildings in India with reference to IS 16700: 2017 code
5.
Zurück zum Zitat IS 13920 (2016) Ductile design and detailing of reinforced concrete structures subjected to seismic forces—code of practice IS 13920 (2016) Ductile design and detailing of reinforced concrete structures subjected to seismic forces—code of practice
Metadaten
Titel
Assessment of the Global Ductility of Mid-rise RC Buildings and Comparison with Varying Plan Aspect Ratio in High Seismic Zone
verfasst von
C. K. Sushma
Vijayalakshmi Akella
Copyright-Jahr
2022
Verlag
Springer Singapore
DOI
https://doi.org/10.1007/978-981-16-5673-6_20