Green and Energy-Saving Ecological Reconstruction Design of Existing Buildings in Cities in Severe Cold Areas.

In order to improve the overall structural stability and thermal insulation capacity of existing buildings in severe cold areas, green energy-saving ecological transformation methods of existing buildings in severe cold areas are proposed. The concrete stress analysis method of the joints in the fra...

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Published in:Journal of Environmental & Public Health pp. 1 - 11
Main Authors: Zhang, Huan, Yang, Tao
Format: equations & formulas research tables/charts Journal Article
Published: Wiley-Blackwell 9/28/2022
Online Access:View this record in EBSCOhost
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        16879805
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      jtl: Journal of Environmental & Public Health
      issn: 16879805
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    pubinfo:
      dt: 9/28/2022
      pid: 480
      pub: Wiley-Blackwell
      place: Malden, Massachusetts
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        159378171
        159378171
        NLM36213019
        159378171
        10.1155/2022/3125425
        NLM36213019
        159378171
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        atl: Green and Energy-Saving Ecological Reconstruction Design of Existing Buildings in Cities in Severe Cold Areas.
      aug:
        au:
          Zhang, Huan
          Yang, Tao
        affil: Department of Civil Engineering, School of Engineering, Zhengzhou Technology and Business University, Zhengzhou, Henan Province 451400, China
      sug:
        subj:
          Steel
          Urban Areas
          Reproducibility of Results
          Human
      ab: In order to improve the overall structural stability and thermal insulation capacity of existing buildings in severe cold areas, green energy-saving ecological transformation methods of existing buildings in severe cold areas are proposed. The concrete stress analysis method of the joints in the frame is used to calculate the bearing capacity and prestress of the beam-column joints. Based on the method of parameter analysis, the calculation model of shear capacity is established. The embedded anchoring method is adopted to realize the equal strength connection of beam-column joints. Increase the unbalanced moment between reinforcement and steel plate, and improve the stability and reliability of beam-column joint fixation. The overall structural optimization method of joint shear performance is adopted to reduce the distance between lap reinforcement and steel plate, so as to realize the green energy-saving ecological transformation design of existing urban buildings in severe cold areas. The test results show that the service stress and tensile resistance of the reconstructed existing building area are higher than 60, the tensile capacity is good, and the slip of the lap reinforcement is effectively controlled. At the same time, this method improves the stability of beam-column elements and the overall thermal insulation performance of existing buildings in cities in severe cold areas. The next research will focus on the transformation of other structures.
      pubtype: Academic Journal
      doctype:
        equations & formulas
        research
        tables/charts
        Journal Article
      ougenre: Article
    language: English
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