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Structural Analysis of RC Buildings with Re-entrant Corners Using ETABS

Narendra, B. K. / Bhumika, K. S. / Shivaprathap, H. K. / Deviprasad

The purpose of this research is to investigate the seismic response of RC buildings with re-entrant corners of height G + 10, Square, I, U, and Y-shapes. ETABS-2019 software was used to perform the modeling and analysis. The equivalent static method and the response spectrum method are used to study the seismic zone III with soil type II (medium soil) defined in IS 1893:2016(Part-1). Different responses like maximum storey displacement, storey stiffness, storey drifts, and time period are plotted in order to compare the results of both the equivalent static analysis method and the response spectrum method for all the configurations.

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Structural Analysis of RC Buildings with Re-entrant Corners Using ETABS

Narendra, B. K. / Bhumika, K. S. / Shivaprathap, H. K. / Deviprasad

The purpose of this research is to investigate the seismic response of RC buildings with re-entrant corners of height G + 10, Square, I, U, and Y-shapes. ETABS-2019 software was used to perform the modeling and analysis. The equivalent static method and the response spectrum method are used to study the seismic zone III with soil type II (medium soil) defined in IS 1893:2016(Part-1). Different responses like maximum storey displacement, storey stiffness, storey drifts, and time period are plotted in order to compare the results of both the equivalent static analysis method and the response spectrum method for all the configurations.

Structural Analysis of RC Buildings with Re-entrant Corners Using ETABS

Narendra, B. K. / Bhumika, K. S. / Shivaprathap, H. K. / Deviprasad

The purpose of this research is to investigate the seismic response of RC buildings with re-entrant corners of height G + 10, Square, I, U, and Y-shapes. ETABS-2019 software was used to perform the modeling and analysis. The equivalent static method and the response spectrum method are used to study the seismic zone III with soil type II (medium soil) defined in IS 1893:2016(Part-1). Different responses like maximum storey displacement, storey stiffness, storey drifts, and time period are plotted in order to compare the results of both the equivalent static analysis method and the response spectrum method for all the configurations.

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Titel:

Structural Analysis of RC Buildings with Re-entrant Corners Using ETABS

Weitere Titelangaben:

Lecture Notes in Civil Engineering

Beteiligte:

Raghava, G. (Herausgeber:in) / Singh, Shamsher Bahadur (Herausgeber:in) / Sajith, A. S. (Herausgeber:in) / Narendra, B. K. (Autor:in) / Bhumika, K. S. (Autor:in) / Shivaprathap, H. K. (Autor:in) / Deviprasad (Autor:in)

Erschienen in:

Recent Advances in Civil Engineering ; Kapitel: 4 ; 41-50

Lecture Notes in Civil Engineering ; 265

Erscheinungsdatum:

18.07.2022

Format / Umfang:

10 pages

ISBN:

978-981-19-2836-9 , 978-981-19-2835-2

ISSN:

2366-2565 , 2366-2557

DOI:

https://doi.org/10.1007/978-981-19-2836-9_4

Medientyp:

Aufsatz/Kapitel (Buch)

Format:

Elektronische Ressource

Sprache:

Englisch

Schlagwörter:

ETABS , Plan configurations , Equivalent static method , Response spectrum method , Displacement , Stiffness , Drift , Time period Engineering , Building Construction and Design , Building Materials , Construction Management

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