Seismic Design of a Out-of-code High-rise Library

Ma Zefeng; Fang Lin

doi:doi:10.11648/j.sd.20200805.12

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Seismic Design of a Out-of-code High-rise Library

Ma Zefeng, Fang Lin

Published in Science Discovery (Volume 8, Issue 5)

Received: 11 August 2020 Published: 23 September 2020

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Abstract

In order to meet the requirements of architectural design form, a high-rise library project appeared many structural seismic designs, such as plane thin waist concave, large area floor missing, tower offset and torsion irregularity. In accordance with the principle of economy, safety and reliability, many calculation measures are adopted in the structural design, such as the comparative analysis of software SATWE and ETABS, the special calculation of floor stress level, the combining floor analysis of missing floors and the strengthening performance analysis under medium and large earthquake. At the same time, according to the structural transfinite items, the structural strengthening measures are taken, such as optimizing the structural layout, reducing the eccentricity, increasing the thickness of the floor at the weak position, and adding diagonal reinforcement in the stress concentration area. Using the above treatment, the structure can meet the fortification target under three levels.

Published in	Science Discovery (Volume 8, Issue 5)
DOI	10.11648/j.sd.20200805.12
Page(s)	83-89
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), 2020. Published by Science Publishing Group

Keywords

Wasp-waisted Plane, Floor Missing, Floor Slab Stress Analysis, Combining Floor Analysis

References

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APA Style

Ma Zefeng, Fang Lin. (2020). Seismic Design of a Out-of-code High-rise Library. Science Discovery, 8(5), 83-89. https://doi.org/10.11648/j.sd.20200805.12

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ACS Style

Ma Zefeng; Fang Lin. Seismic Design of a Out-of-code High-rise Library. Sci. Discov. 2020, 8(5), 83-89. doi: 10.11648/j.sd.20200805.12

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AMA Style

Ma Zefeng, Fang Lin. Seismic Design of a Out-of-code High-rise Library. Sci Discov. 2020;8(5):83-89. doi: 10.11648/j.sd.20200805.12

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@article{10.11648/j.sd.20200805.12,
  author = {Ma Zefeng and Fang Lin},
  title = {Seismic Design of a Out-of-code High-rise Library},
  journal = {Science Discovery},
  volume = {8},
  number = {5},
  pages = {83-89},
  doi = {10.11648/j.sd.20200805.12},
  url = {https://doi.org/10.11648/j.sd.20200805.12},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.sd.20200805.12},
  abstract = {In order to meet the requirements of architectural design form, a high-rise library project appeared many structural seismic designs, such as plane thin waist concave, large area floor missing, tower offset and torsion irregularity. In accordance with the principle of economy, safety and reliability, many calculation measures are adopted in the structural design, such as the comparative analysis of software SATWE and ETABS, the special calculation of floor stress level, the combining floor analysis of missing floors and the strengthening performance analysis under medium and large earthquake. At the same time, according to the structural transfinite items, the structural strengthening measures are taken, such as optimizing the structural layout, reducing the eccentricity, increasing the thickness of the floor at the weak position, and adding diagonal reinforcement in the stress concentration area. Using the above treatment, the structure can meet the fortification target under three levels.},
 year = {2020}
}

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TY  - JOUR
T1  - Seismic Design of a Out-of-code High-rise Library
AU  - Ma Zefeng
AU  - Fang Lin
Y1  - 2020/09/23
PY  - 2020
N1  - https://doi.org/10.11648/j.sd.20200805.12
DO  - 10.11648/j.sd.20200805.12
T2  - Science Discovery
JF  - Science Discovery
JO  - Science Discovery
SP  - 83
EP  - 89
PB  - Science Publishing Group
SN  - 2331-0650
UR  - https://doi.org/10.11648/j.sd.20200805.12
AB  - In order to meet the requirements of architectural design form, a high-rise library project appeared many structural seismic designs, such as plane thin waist concave, large area floor missing, tower offset and torsion irregularity. In accordance with the principle of economy, safety and reliability, many calculation measures are adopted in the structural design, such as the comparative analysis of software SATWE and ETABS, the special calculation of floor stress level, the combining floor analysis of missing floors and the strengthening performance analysis under medium and large earthquake. At the same time, according to the structural transfinite items, the structural strengthening measures are taken, such as optimizing the structural layout, reducing the eccentricity, increasing the thickness of the floor at the weak position, and adding diagonal reinforcement in the stress concentration area. Using the above treatment, the structure can meet the fortification target under three levels.
VL  - 8
IS  - 5
ER  -

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Author Information

Ma Zefeng

East China Architectural Design & Research Institute Co.,Ltd., Shanghai, China
Fang Lin

East China Architectural Design & Research Institute Co.,Ltd., Shanghai, China

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Plain Text BibTeX RIS

APA Style

Ma Zefeng, Fang Lin. (2020). Seismic Design of a Out-of-code High-rise Library. Science Discovery, 8(5), 83-89. https://doi.org/10.11648/j.sd.20200805.12

Copy | Download

ACS Style

Ma Zefeng; Fang Lin. Seismic Design of a Out-of-code High-rise Library. Sci. Discov. 2020, 8(5), 83-89. doi: 10.11648/j.sd.20200805.12

Copy | Download

AMA Style

Ma Zefeng, Fang Lin. Seismic Design of a Out-of-code High-rise Library. Sci Discov. 2020;8(5):83-89. doi: 10.11648/j.sd.20200805.12

Copy | Download

@article{10.11648/j.sd.20200805.12,
  author = {Ma Zefeng and Fang Lin},
  title = {Seismic Design of a Out-of-code High-rise Library},
  journal = {Science Discovery},
  volume = {8},
  number = {5},
  pages = {83-89},
  doi = {10.11648/j.sd.20200805.12},
  url = {https://doi.org/10.11648/j.sd.20200805.12},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.sd.20200805.12},
  abstract = {In order to meet the requirements of architectural design form, a high-rise library project appeared many structural seismic designs, such as plane thin waist concave, large area floor missing, tower offset and torsion irregularity. In accordance with the principle of economy, safety and reliability, many calculation measures are adopted in the structural design, such as the comparative analysis of software SATWE and ETABS, the special calculation of floor stress level, the combining floor analysis of missing floors and the strengthening performance analysis under medium and large earthquake. At the same time, according to the structural transfinite items, the structural strengthening measures are taken, such as optimizing the structural layout, reducing the eccentricity, increasing the thickness of the floor at the weak position, and adding diagonal reinforcement in the stress concentration area. Using the above treatment, the structure can meet the fortification target under three levels.},
 year = {2020}
}

Copy | Download

TY  - JOUR
T1  - Seismic Design of a Out-of-code High-rise Library
AU  - Ma Zefeng
AU  - Fang Lin
Y1  - 2020/09/23
PY  - 2020
N1  - https://doi.org/10.11648/j.sd.20200805.12
DO  - 10.11648/j.sd.20200805.12
T2  - Science Discovery
JF  - Science Discovery
JO  - Science Discovery
SP  - 83
EP  - 89
PB  - Science Publishing Group
SN  - 2331-0650
UR  - https://doi.org/10.11648/j.sd.20200805.12
AB  - In order to meet the requirements of architectural design form, a high-rise library project appeared many structural seismic designs, such as plane thin waist concave, large area floor missing, tower offset and torsion irregularity. In accordance with the principle of economy, safety and reliability, many calculation measures are adopted in the structural design, such as the comparative analysis of software SATWE and ETABS, the special calculation of floor stress level, the combining floor analysis of missing floors and the strengthening performance analysis under medium and large earthquake. At the same time, according to the structural transfinite items, the structural strengthening measures are taken, such as optimizing the structural layout, reducing the eccentricity, increasing the thickness of the floor at the weak position, and adding diagonal reinforcement in the stress concentration area. Using the above treatment, the structure can meet the fortification target under three levels.
VL  - 8
IS  - 5
ER  -

Copy | Download