Journal of Civil, Construction and Environmental Engineering

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Study on the Concentration of Moment at Slab-column Joints Due to Presence of Shear Walls in Different Positions

Received: 10 September 2017    Accepted: 25 September 2017    Published: 20 October 2017
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Abstract

A ten-storied building with shear walls in two directions with respect to the direction of 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. The study shows that, Shear Wall-1 (perpendicular to the lateral load direction) system produces more moment than the Shear Wall-2 (parallel to the load direction) system but around 45 percent of total negative or positive moment passes through column strip in SW-1 system and around 99 percent of negative or positive moment passes through the same strip in SW-2 system while rest of the moment passes through middle strip. Around 80 percent of column strip moment passes through effective strip (c+3h) in both of two systems.

DOI 10.11648/j.jccee.20170205.13
Published in Journal of Civil, Construction and Environmental Engineering (Volume 2, Issue 5, October 2017)
Page(s) 140-146
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), 2024. Published by Science Publishing Group

Keywords

Shear Wall Systems, Lateral Load, Positive Moment, Negative Moment

References
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Author Information
  • Department of Civil and Environmental Engineering, Shahjalal University of Science and Technology, Sylhet, Bangladesh

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

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

Cite This Article
  • APA Style

    Mohammad Rafiqul Islam, Abbas Ali, Mohammad Emran Tahir. (2017). Study on the Concentration of Moment at Slab-column Joints Due to Presence of Shear Walls in Different Positions. Journal of Civil, Construction and Environmental Engineering, 2(5), 140-146. https://doi.org/10.11648/j.jccee.20170205.13

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    ACS Style

    Mohammad Rafiqul Islam; Abbas Ali; Mohammad Emran Tahir. Study on the Concentration of Moment at Slab-column Joints Due to Presence of Shear Walls in Different Positions. J. Civ. Constr. Environ. Eng. 2017, 2(5), 140-146. doi: 10.11648/j.jccee.20170205.13

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    AMA Style

    Mohammad Rafiqul Islam, Abbas Ali, Mohammad Emran Tahir. Study on the Concentration of Moment at Slab-column Joints Due to Presence of Shear Walls in Different Positions. J Civ Constr Environ Eng. 2017;2(5):140-146. doi: 10.11648/j.jccee.20170205.13

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  • @article{10.11648/j.jccee.20170205.13,
      author = {Mohammad Rafiqul Islam and Abbas Ali and Mohammad Emran Tahir},
      title = {Study on the Concentration of Moment at Slab-column Joints Due to Presence of Shear Walls in Different Positions},
      journal = {Journal of Civil, Construction and Environmental Engineering},
      volume = {2},
      number = {5},
      pages = {140-146},
      doi = {10.11648/j.jccee.20170205.13},
      url = {https://doi.org/10.11648/j.jccee.20170205.13},
      eprint = {https://download.sciencepg.com/pdf/10.11648.j.jccee.20170205.13},
      abstract = {A ten-storied building with shear walls in two directions with respect to the direction of 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. The study shows that, Shear Wall-1 (perpendicular to the lateral load direction) system produces more moment than the Shear Wall-2 (parallel to the load direction) system but around 45 percent of total negative or positive moment passes through column strip in SW-1 system and around 99 percent of negative or positive moment passes through the same strip in SW-2 system while rest of the moment passes through middle strip. Around 80 percent of column strip moment passes through effective strip (c+3h) in both of two systems.},
     year = {2017}
    }
    

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    AU  - Mohammad Rafiqul Islam
    AU  - Abbas Ali
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    T2  - Journal of Civil, Construction and Environmental Engineering
    JF  - Journal of Civil, Construction and Environmental Engineering
    JO  - Journal of Civil, Construction and Environmental Engineering
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    UR  - https://doi.org/10.11648/j.jccee.20170205.13
    AB  - A ten-storied building with shear walls in two directions with respect to the direction of 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. The study shows that, Shear Wall-1 (perpendicular to the lateral load direction) system produces more moment than the Shear Wall-2 (parallel to the load direction) system but around 45 percent of total negative or positive moment passes through column strip in SW-1 system and around 99 percent of negative or positive moment passes through the same strip in SW-2 system while rest of the moment passes through middle strip. Around 80 percent of column strip moment passes through effective strip (c+3h) in both of two systems.
    VL  - 2
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