Study on the Moment Change at Slab-Column Joints Due to Shear Wall’s Length Variations

Abbas Ali; Mohammad Rafiqul Islam; Mohammad Emran Tahir

doi:doi:10.11648/j.sr.20180603.11

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Study on the Moment Change at Slab-Column Joints Due to Shear Wall’s Length Variations

Abbas Ali, Mohammad Rafiqul Islam, Mohammad Emran Tahir

Published in Science Research (Volume 6, Issue 3)

Received: 23 January 2018 Accepted: 24 May 2018 Published: 10 July 2018

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Abstract

A ten-storied building with length variations of shear walls, which are perpendicular to the lateral load acting on the building, has been studied here. The finite element based software, ETABS (version 9.6) has been used for determining the moment at different area objects due to the lateral load and Simpson’s one-third rule has been used to calculate the line moment from mesh area. Five different shear wall lengths- 4.5ft, 5.5ft, 6.67ft, 7.5ft and 8.5ft, are included here. The study shows that, moment in magnitude has been increased with the increasing of shear wall length but the percentage of total moment passed through the column strip is decreased and vice versa for middle strip. The moment in magnitude at column strip decrease by increasing of shear wall length but the optimum length will be 33% (approximate) of total span. The moment percentage of column strip moment passing through effective (c+3h) strip decreases by increasing of shear wall length.

Published in	Science Research (Volume 6, Issue 3)
DOI	10.11648/j.sr.20180603.11
Page(s)	39-47
Creative Commons	This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.
Copyright	Copyright © The Author(s), 2018. Published by Science Publishing Group

Keywords

Shear Wall, Length Variation, Lateral Load, Column Strip, Middle Strip

References

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APA Style

Abbas Ali, Mohammad Rafiqul Islam, Mohammad Emran Tahir. (2018). Study on the Moment Change at Slab-Column Joints Due to Shear Wall’s Length Variations. Science Research, 6(3), 39-47. https://doi.org/10.11648/j.sr.20180603.11

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ACS Style

Abbas Ali; Mohammad Rafiqul Islam; Mohammad Emran Tahir. Study on the Moment Change at Slab-Column Joints Due to Shear Wall’s Length Variations. Sci. Res. 2018, 6(3), 39-47. doi: 10.11648/j.sr.20180603.11

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AMA Style

Abbas Ali, Mohammad Rafiqul Islam, Mohammad Emran Tahir. Study on the Moment Change at Slab-Column Joints Due to Shear Wall’s Length Variations. Sci Res. 2018;6(3):39-47. doi: 10.11648/j.sr.20180603.11

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@article{10.11648/j.sr.20180603.11,
  author = {Abbas Ali and Mohammad Rafiqul Islam and Mohammad Emran Tahir},
  title = {Study on the Moment Change at Slab-Column Joints Due to Shear Wall’s Length Variations},
  journal = {Science Research},
  volume = {6},
  number = {3},
  pages = {39-47},
  doi = {10.11648/j.sr.20180603.11},
  url = {https://doi.org/10.11648/j.sr.20180603.11},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.sr.20180603.11},
  abstract = {A ten-storied building with length variations of shear walls, which are perpendicular to the lateral load acting on the building, has been studied here. The finite element based software, ETABS (version 9.6) has been used for determining the moment at different area objects due to the lateral load and Simpson’s one-third rule has been used to calculate the line moment from mesh area. Five different shear wall lengths- 4.5ft, 5.5ft, 6.67ft, 7.5ft and 8.5ft, are included here. The study shows that, moment in magnitude has been increased with the increasing of shear wall length but the percentage of total moment passed through the column strip is decreased and vice versa for middle strip. The moment in magnitude at column strip decrease by increasing of shear wall length but the optimum length will be 33% (approximate) of total span. The moment percentage of column strip moment passing through effective (c+3h) strip decreases by increasing of shear wall length.},
 year = {2018}
}

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TY  - JOUR
T1  - Study on the Moment Change at Slab-Column Joints Due to Shear Wall’s Length Variations
AU  - Abbas Ali
AU  - Mohammad Rafiqul Islam
AU  - Mohammad Emran Tahir
Y1  - 2018/07/10
PY  - 2018
N1  - https://doi.org/10.11648/j.sr.20180603.11
DO  - 10.11648/j.sr.20180603.11
T2  - Science Research
JF  - Science Research
JO  - Science Research
SP  - 39
EP  - 47
PB  - Science Publishing Group
SN  - 2329-0927
UR  - https://doi.org/10.11648/j.sr.20180603.11
AB  - A ten-storied building with length variations of shear walls, which are perpendicular to the lateral load acting on the building, has been studied here. The finite element based software, ETABS (version 9.6) has been used for determining the moment at different area objects due to the lateral load and Simpson’s one-third rule has been used to calculate the line moment from mesh area. Five different shear wall lengths- 4.5ft, 5.5ft, 6.67ft, 7.5ft and 8.5ft, are included here. The study shows that, moment in magnitude has been increased with the increasing of shear wall length but the percentage of total moment passed through the column strip is decreased and vice versa for middle strip. The moment in magnitude at column strip decrease by increasing of shear wall length but the optimum length will be 33% (approximate) of total span. The moment percentage of column strip moment passing through effective (c+3h) strip decreases by increasing of shear wall length.
VL  - 6
IS  - 3
ER  -

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Author Information

Abbas Ali

Department of Civil and Environmental Engineering, Shahjalal University of Science and Technology, Sylhet, Bangladesh
Mohammad Rafiqul Islam

Department of Civil and Environmental Engineering, Shahjalal University of Science and Technology, Sylhet, Bangladesh
Mohammad Emran Tahir

Department of Civil and Environmental Engineering, Shahjalal University of Science and Technology, Sylhet, Bangladesh

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Plain Text BibTeX RIS

APA Style

Abbas Ali, Mohammad Rafiqul Islam, Mohammad Emran Tahir. (2018). Study on the Moment Change at Slab-Column Joints Due to Shear Wall’s Length Variations. Science Research, 6(3), 39-47. https://doi.org/10.11648/j.sr.20180603.11

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ACS Style

Abbas Ali; Mohammad Rafiqul Islam; Mohammad Emran Tahir. Study on the Moment Change at Slab-Column Joints Due to Shear Wall’s Length Variations. Sci. Res. 2018, 6(3), 39-47. doi: 10.11648/j.sr.20180603.11

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AMA Style

Abbas Ali, Mohammad Rafiqul Islam, Mohammad Emran Tahir. Study on the Moment Change at Slab-Column Joints Due to Shear Wall’s Length Variations. Sci Res. 2018;6(3):39-47. doi: 10.11648/j.sr.20180603.11

Copy | Download

@article{10.11648/j.sr.20180603.11,
  author = {Abbas Ali and Mohammad Rafiqul Islam and Mohammad Emran Tahir},
  title = {Study on the Moment Change at Slab-Column Joints Due to Shear Wall’s Length Variations},
  journal = {Science Research},
  volume = {6},
  number = {3},
  pages = {39-47},
  doi = {10.11648/j.sr.20180603.11},
  url = {https://doi.org/10.11648/j.sr.20180603.11},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.sr.20180603.11},
  abstract = {A ten-storied building with length variations of shear walls, which are perpendicular to the lateral load acting on the building, has been studied here. The finite element based software, ETABS (version 9.6) has been used for determining the moment at different area objects due to the lateral load and Simpson’s one-third rule has been used to calculate the line moment from mesh area. Five different shear wall lengths- 4.5ft, 5.5ft, 6.67ft, 7.5ft and 8.5ft, are included here. The study shows that, moment in magnitude has been increased with the increasing of shear wall length but the percentage of total moment passed through the column strip is decreased and vice versa for middle strip. The moment in magnitude at column strip decrease by increasing of shear wall length but the optimum length will be 33% (approximate) of total span. The moment percentage of column strip moment passing through effective (c+3h) strip decreases by increasing of shear wall length.},
 year = {2018}
}

Copy | Download

TY  - JOUR
T1  - Study on the Moment Change at Slab-Column Joints Due to Shear Wall’s Length Variations
AU  - Abbas Ali
AU  - Mohammad Rafiqul Islam
AU  - Mohammad Emran Tahir
Y1  - 2018/07/10
PY  - 2018
N1  - https://doi.org/10.11648/j.sr.20180603.11
DO  - 10.11648/j.sr.20180603.11
T2  - Science Research
JF  - Science Research
JO  - Science Research
SP  - 39
EP  - 47
PB  - Science Publishing Group
SN  - 2329-0927
UR  - https://doi.org/10.11648/j.sr.20180603.11
AB  - A ten-storied building with length variations of shear walls, which are perpendicular to the lateral load acting on the building, has been studied here. The finite element based software, ETABS (version 9.6) has been used for determining the moment at different area objects due to the lateral load and Simpson’s one-third rule has been used to calculate the line moment from mesh area. Five different shear wall lengths- 4.5ft, 5.5ft, 6.67ft, 7.5ft and 8.5ft, are included here. The study shows that, moment in magnitude has been increased with the increasing of shear wall length but the percentage of total moment passed through the column strip is decreased and vice versa for middle strip. The moment in magnitude at column strip decrease by increasing of shear wall length but the optimum length will be 33% (approximate) of total span. The moment percentage of column strip moment passing through effective (c+3h) strip decreases by increasing of shear wall length.
VL  - 6
IS  - 3
ER  -

Copy | Download