Several Structural Concepts of Reinforcement of High-Rise Buildings

Chen Zhaorong; Cai Zhili; Ke Biaozhi; Zeng Changluo

doi:doi:10.11648/j.ajce.20221006.11

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Several Structural Concepts of Reinforcement of High-Rise Buildings

Chen Zhaorong, Cai Zhili, Ke Biaozhi, Zeng Changluo

Published in American Journal of Civil Engineering (Volume 10, Issue 6)

Received: 26 September 2022 Accepted: 16 November 2022 Published: 29 November 2022

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Abstract

This paper puts forward that the appearance of unfinished buildings brings many difficult problems to the development of local urbanization, and explains that it is necessary to accurately evaluate the overall reliability of unfinished buildings and carry out structural reinforcement, in order to ensure the continuation of unfinished buildings, transformation and upgrading of the premise. This paper discusses the structural concept of structural reinforcement of high-rise buildings, the structural design problems caused by inclined column of high-rise building, the vertical deformation of suspension and continuous structure construction of high-rise building, and the mechanical behavior of beam and column under full-span wall of high-rise building transfer floor are discussed. In view of the corresponding problems, this paper proposes that measures should be taken to ensure the reliability of horizontal force transmission of beam-column joints, floor, wall-beam joints and core tubes In addition, a simple method for calculating the moment of inertia conversion of beam-wall section is presented from the angle of beam-wall interaction, the correct method of realizing beam-wall interaction by common software is given, which provides reference for early structural analysis of complex engineering. It is hoped that these measures can solve the problems of unfinished buildings and promote the development of the city.

Published in	American Journal of Civil Engineering (Volume 10, Issue 6)
DOI	10.11648/j.ajce.20221006.11
Page(s)	213-220
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

Unfinished Building, Force Transmission Path, Vertical Deformation, Transfer Floor, JOINT Action

References

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APA Style

Chen Zhaorong, Cai Zhili, Ke Biaozhi, Zeng Changluo. (2022). Several Structural Concepts of Reinforcement of High-Rise Buildings. American Journal of Civil Engineering, 10(6), 213-220. https://doi.org/10.11648/j.ajce.20221006.11

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ACS Style

Chen Zhaorong; Cai Zhili; Ke Biaozhi; Zeng Changluo. Several Structural Concepts of Reinforcement of High-Rise Buildings. Am. J. Civ. Eng. 2022, 10(6), 213-220. doi: 10.11648/j.ajce.20221006.11

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AMA Style

Chen Zhaorong, Cai Zhili, Ke Biaozhi, Zeng Changluo. Several Structural Concepts of Reinforcement of High-Rise Buildings. Am J Civ Eng. 2022;10(6):213-220. doi: 10.11648/j.ajce.20221006.11

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@article{10.11648/j.ajce.20221006.11,
  author = {Chen Zhaorong and Cai Zhili and Ke Biaozhi and Zeng Changluo},
  title = {Several Structural Concepts of Reinforcement of High-Rise Buildings},
  journal = {American Journal of Civil Engineering},
  volume = {10},
  number = {6},
  pages = {213-220},
  doi = {10.11648/j.ajce.20221006.11},
  url = {https://doi.org/10.11648/j.ajce.20221006.11},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajce.20221006.11},
  abstract = {This paper puts forward that the appearance of unfinished buildings brings many difficult problems to the development of local urbanization, and explains that it is necessary to accurately evaluate the overall reliability of unfinished buildings and carry out structural reinforcement, in order to ensure the continuation of unfinished buildings, transformation and upgrading of the premise. This paper discusses the structural concept of structural reinforcement of high-rise buildings, the structural design problems caused by inclined column of high-rise building, the vertical deformation of suspension and continuous structure construction of high-rise building, and the mechanical behavior of beam and column under full-span wall of high-rise building transfer floor are discussed. In view of the corresponding problems, this paper proposes that measures should be taken to ensure the reliability of horizontal force transmission of beam-column joints, floor, wall-beam joints and core tubes In addition, a simple method for calculating the moment of inertia conversion of beam-wall section is presented from the angle of beam-wall interaction, the correct method of realizing beam-wall interaction by common software is given, which provides reference for early structural analysis of complex engineering. It is hoped that these measures can solve the problems of unfinished buildings and promote the development of the city.},
 year = {2022}
}

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TY  - JOUR
T1  - Several Structural Concepts of Reinforcement of High-Rise Buildings
AU  - Chen Zhaorong
AU  - Cai Zhili
AU  - Ke Biaozhi
AU  - Zeng Changluo
Y1  - 2022/11/29
PY  - 2022
N1  - https://doi.org/10.11648/j.ajce.20221006.11
DO  - 10.11648/j.ajce.20221006.11
T2  - American Journal of Civil Engineering
JF  - American Journal of Civil Engineering
JO  - American Journal of Civil Engineering
SP  - 213
EP  - 220
PB  - Science Publishing Group
SN  - 2330-8737
UR  - https://doi.org/10.11648/j.ajce.20221006.11
AB  - This paper puts forward that the appearance of unfinished buildings brings many difficult problems to the development of local urbanization, and explains that it is necessary to accurately evaluate the overall reliability of unfinished buildings and carry out structural reinforcement, in order to ensure the continuation of unfinished buildings, transformation and upgrading of the premise. This paper discusses the structural concept of structural reinforcement of high-rise buildings, the structural design problems caused by inclined column of high-rise building, the vertical deformation of suspension and continuous structure construction of high-rise building, and the mechanical behavior of beam and column under full-span wall of high-rise building transfer floor are discussed. In view of the corresponding problems, this paper proposes that measures should be taken to ensure the reliability of horizontal force transmission of beam-column joints, floor, wall-beam joints and core tubes In addition, a simple method for calculating the moment of inertia conversion of beam-wall section is presented from the angle of beam-wall interaction, the correct method of realizing beam-wall interaction by common software is given, which provides reference for early structural analysis of complex engineering. It is hoped that these measures can solve the problems of unfinished buildings and promote the development of the city.
VL  - 10
IS  - 6
ER  -

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Author Information

Chen Zhaorong

China Construction Fifth Engineering Bureau the Third Construction Co., Ltd., Changsha, China
Cai Zhili

China Construction Fifth Engineering Bureau the Third Construction Co., Ltd., Changsha, China
Ke Biaozhi

China Construction Fifth Engineering Bureau the Third Construction Co., Ltd., Changsha, China
Zeng Changluo

China Construction Fifth Engineering Bureau the Third Construction Co., Ltd., Changsha, China

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Plain Text BibTeX RIS

APA Style

Chen Zhaorong, Cai Zhili, Ke Biaozhi, Zeng Changluo. (2022). Several Structural Concepts of Reinforcement of High-Rise Buildings. American Journal of Civil Engineering, 10(6), 213-220. https://doi.org/10.11648/j.ajce.20221006.11

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ACS Style

Chen Zhaorong; Cai Zhili; Ke Biaozhi; Zeng Changluo. Several Structural Concepts of Reinforcement of High-Rise Buildings. Am. J. Civ. Eng. 2022, 10(6), 213-220. doi: 10.11648/j.ajce.20221006.11

Copy | Download

AMA Style

Chen Zhaorong, Cai Zhili, Ke Biaozhi, Zeng Changluo. Several Structural Concepts of Reinforcement of High-Rise Buildings. Am J Civ Eng. 2022;10(6):213-220. doi: 10.11648/j.ajce.20221006.11

Copy | Download

@article{10.11648/j.ajce.20221006.11,
  author = {Chen Zhaorong and Cai Zhili and Ke Biaozhi and Zeng Changluo},
  title = {Several Structural Concepts of Reinforcement of High-Rise Buildings},
  journal = {American Journal of Civil Engineering},
  volume = {10},
  number = {6},
  pages = {213-220},
  doi = {10.11648/j.ajce.20221006.11},
  url = {https://doi.org/10.11648/j.ajce.20221006.11},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajce.20221006.11},
  abstract = {This paper puts forward that the appearance of unfinished buildings brings many difficult problems to the development of local urbanization, and explains that it is necessary to accurately evaluate the overall reliability of unfinished buildings and carry out structural reinforcement, in order to ensure the continuation of unfinished buildings, transformation and upgrading of the premise. This paper discusses the structural concept of structural reinforcement of high-rise buildings, the structural design problems caused by inclined column of high-rise building, the vertical deformation of suspension and continuous structure construction of high-rise building, and the mechanical behavior of beam and column under full-span wall of high-rise building transfer floor are discussed. In view of the corresponding problems, this paper proposes that measures should be taken to ensure the reliability of horizontal force transmission of beam-column joints, floor, wall-beam joints and core tubes In addition, a simple method for calculating the moment of inertia conversion of beam-wall section is presented from the angle of beam-wall interaction, the correct method of realizing beam-wall interaction by common software is given, which provides reference for early structural analysis of complex engineering. It is hoped that these measures can solve the problems of unfinished buildings and promote the development of the city.},
 year = {2022}
}

Copy | Download

TY  - JOUR
T1  - Several Structural Concepts of Reinforcement of High-Rise Buildings
AU  - Chen Zhaorong
AU  - Cai Zhili
AU  - Ke Biaozhi
AU  - Zeng Changluo
Y1  - 2022/11/29
PY  - 2022
N1  - https://doi.org/10.11648/j.ajce.20221006.11
DO  - 10.11648/j.ajce.20221006.11
T2  - American Journal of Civil Engineering
JF  - American Journal of Civil Engineering
JO  - American Journal of Civil Engineering
SP  - 213
EP  - 220
PB  - Science Publishing Group
SN  - 2330-8737
UR  - https://doi.org/10.11648/j.ajce.20221006.11
AB  - This paper puts forward that the appearance of unfinished buildings brings many difficult problems to the development of local urbanization, and explains that it is necessary to accurately evaluate the overall reliability of unfinished buildings and carry out structural reinforcement, in order to ensure the continuation of unfinished buildings, transformation and upgrading of the premise. This paper discusses the structural concept of structural reinforcement of high-rise buildings, the structural design problems caused by inclined column of high-rise building, the vertical deformation of suspension and continuous structure construction of high-rise building, and the mechanical behavior of beam and column under full-span wall of high-rise building transfer floor are discussed. In view of the corresponding problems, this paper proposes that measures should be taken to ensure the reliability of horizontal force transmission of beam-column joints, floor, wall-beam joints and core tubes In addition, a simple method for calculating the moment of inertia conversion of beam-wall section is presented from the angle of beam-wall interaction, the correct method of realizing beam-wall interaction by common software is given, which provides reference for early structural analysis of complex engineering. It is hoped that these measures can solve the problems of unfinished buildings and promote the development of the city.
VL  - 10
IS  - 6
ER  -

Copy | Download