SEISMIC PERFORMANCE OF COMBINED STEEL PLATE SHEAR WALL AND MOMENT FRAMES

Seismic performance of a structural system in earthquake-resistant high-rise buildings in terms of strength, stiffness, ductility and energy dissipation. Special Moment Frames (SMF) are known to have high ductility with relatively low stiffness and strength, while Steel Plate Shear Wall-SPSW syst...

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Main Author: Olfactra Ilokana, Gradia
Format: Theses
Language:Indonesia
Online Access:https://digilib.itb.ac.id/gdl/view/62413
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Institution: Institut Teknologi Bandung
Language: Indonesia
id id-itb.:62413
spelling id-itb.:624132021-12-29T10:49:12ZSEISMIC PERFORMANCE OF COMBINED STEEL PLATE SHEAR WALL AND MOMENT FRAMES Olfactra Ilokana, Gradia Indonesia Theses combined systems, SMF, SPSW, seismic performance INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/62413 Seismic performance of a structural system in earthquake-resistant high-rise buildings in terms of strength, stiffness, ductility and energy dissipation. Special Moment Frames (SMF) are known to have high ductility with relatively low stiffness and strength, while Steel Plate Shear Wall-SPSW systems have high stiffness, strength and ductility. This research is a numerical study to study the contribution of the addition of SMF to the improvement of the seismic performance of the SPSW. Parametric studies were carried out on three types of structures: SMF, SPSW and SPSW-SMF combination, taking into account the parameters of SPSW plate thickness, SPSW size aspect ratio, number of SPSW bays. In a parametric study involving a large number of parameters, the same beam-column size was used for SMF to study the contribution of the additional structure in the form of special moment frames (SMF) to the performance of the SPSW-SMF combination structure. Non-linear analysis in the form of pushover static analysis (NSP) and time history earthquake dynamic analysis (NLTHA) was carried out to determine the behavior of the structure and to compare the performance of the three types of structures in carrying seismic loads. The results of this study indicate that variations in the thickness of the steel plate do not have a significant effect on the overall structure performance. The effect of increasing the aspect ratio of the steel plate gives a slight increase in the performance of the structure, but the effect of increasing the number of spans of the main system provides a significant performance. SPSW FRAME and SMF-SPSW combination show higher performance than SMF, however in general it is shown that the contribution of SMF seismic performance is not very significant in the SPSW-SMF combination. text
institution Institut Teknologi Bandung
building Institut Teknologi Bandung Library
continent Asia
country Indonesia
Indonesia
content_provider Institut Teknologi Bandung
collection Digital ITB
language Indonesia
description Seismic performance of a structural system in earthquake-resistant high-rise buildings in terms of strength, stiffness, ductility and energy dissipation. Special Moment Frames (SMF) are known to have high ductility with relatively low stiffness and strength, while Steel Plate Shear Wall-SPSW systems have high stiffness, strength and ductility. This research is a numerical study to study the contribution of the addition of SMF to the improvement of the seismic performance of the SPSW. Parametric studies were carried out on three types of structures: SMF, SPSW and SPSW-SMF combination, taking into account the parameters of SPSW plate thickness, SPSW size aspect ratio, number of SPSW bays. In a parametric study involving a large number of parameters, the same beam-column size was used for SMF to study the contribution of the additional structure in the form of special moment frames (SMF) to the performance of the SPSW-SMF combination structure. Non-linear analysis in the form of pushover static analysis (NSP) and time history earthquake dynamic analysis (NLTHA) was carried out to determine the behavior of the structure and to compare the performance of the three types of structures in carrying seismic loads. The results of this study indicate that variations in the thickness of the steel plate do not have a significant effect on the overall structure performance. The effect of increasing the aspect ratio of the steel plate gives a slight increase in the performance of the structure, but the effect of increasing the number of spans of the main system provides a significant performance. SPSW FRAME and SMF-SPSW combination show higher performance than SMF, however in general it is shown that the contribution of SMF seismic performance is not very significant in the SPSW-SMF combination.
format Theses
author Olfactra Ilokana, Gradia
spellingShingle Olfactra Ilokana, Gradia
SEISMIC PERFORMANCE OF COMBINED STEEL PLATE SHEAR WALL AND MOMENT FRAMES
author_facet Olfactra Ilokana, Gradia
author_sort Olfactra Ilokana, Gradia
title SEISMIC PERFORMANCE OF COMBINED STEEL PLATE SHEAR WALL AND MOMENT FRAMES
title_short SEISMIC PERFORMANCE OF COMBINED STEEL PLATE SHEAR WALL AND MOMENT FRAMES
title_full SEISMIC PERFORMANCE OF COMBINED STEEL PLATE SHEAR WALL AND MOMENT FRAMES
title_fullStr SEISMIC PERFORMANCE OF COMBINED STEEL PLATE SHEAR WALL AND MOMENT FRAMES
title_full_unstemmed SEISMIC PERFORMANCE OF COMBINED STEEL PLATE SHEAR WALL AND MOMENT FRAMES
title_sort seismic performance of combined steel plate shear wall and moment frames
url https://digilib.itb.ac.id/gdl/view/62413
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