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[1]WU Pingchuan,YANG Zhuang,QI Hu,et al.Optimization of Masonry Structure Reinforcement Scheme Based on the Combination Weighting and TOPSIS Methods[J].Journal of Seismological Research,2024,47(01):146-155.[doi:10.20015/j.cnki.ISSN1000-0666.2024.0036]

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Optimization of Masonry Structure Reinforcement Scheme Based on the Combination Weighting and TOPSIS Methods

Journal of Seismological Research[ISSN 1000-0666/CN 53-1062/P] Volume: 47 Number of periods: 2024 01 Page number: 146-155 Column: Public date: 2024-01-01

Title:: Optimization of Masonry Structure Reinforcement Scheme Based on the Combination Weighting and TOPSIS Methods

Author(s):: WU Pingchuan¹; 2; YANG Zhuang¹; QI Hu³; YUAN Shimao¹; (1.College of Civil Engineering,Hebei University of Engineering,Handan 056038,Hebei,China)(2.Hebei Technology Innovation Center for Prefabricated Structure,Handan 056000,Hebei,China)(3.State Quality(Beijing)Construction Engineering Testing & Appraisal Center,Beijing 100835,China)

Keywords:: masonry structure; reinforcement efficiency cost ratio; combinatorial empowerment; TOPSIS method; scheme optimization

CLC:: TU352.1

DOI:: 10.20015/j.cnki.ISSN1000-0666.2024.0036

Abstract:: The optimization method of the masonry reinforcement scheme is of great significance to the selection scheme of practical engineering.To this end,an optimization method for masonry reinforcement scheme based on combination weighting and TOPSIS methods is established.The reinforcement efficiency and the cost ratio model are introduced,and an optimization system is established,involving the quantitative indexes(efficiency and cost ratio)and the qualitative indexes(construction period,construction technology,outcome,overall effect).A case study of a teaching building is conducted by using the subjective and objective combination weighting method.And the best scheme of the structure is obtained:the slab wall reinforcement scheme.The results show that the proposed optimization method is practical and effective,and suitable for common masonry’s reinforcement and reconstruction.According to the basic information of the structure,the proposed optimization method is able to scientifically and conveniently give a reinforcement scheme,which provides technical support for the reinforcement design and implementation of the masonry structure.

References:: 邓明科,张伟,李宁.2020.高延性混凝土加固砌块砌体墙抗震性能研究[J].湖南大学学报(自然科学版),47(9):85-93.
Deng M K,Zhang W,Li N.2020.Research on seismic performance of high ductivity concrete reinforced masonry block walls[J].Journal of Hunan University(Natural Science Edition),47(9):85-93.(in Chinese)
符浩彬.2022.基于Vague集与信息公理的构造柱抗震加固方案优选研究[J].南阳理工学院学报,14(6):65-70.
Fu H B.2022.Research on optimization of seismic reinforcement scheme for structural columns based on Vague set and information axioms[J].Journal of Nanyang Institute of Technology,14(6):65-70.(in Chinese)
黄文静.2022.地铁隧道盾构法施工安全风险管理研究[D].青岛:青岛理工大学.
Huang W J.2022.Research on safety risk management of subway tunnel construction with shield method[D].Qingdao:Qingdao University of Technology.(in Chinese)
李昶.2019.既有砌体建筑调查分析与加固改造策略研究[D].沈阳:沈阳建筑大学.
Li C.2019.Investigation and analysis of existing masonry buildings and research on reinforcement and renovation strategies[D].Shenyang:Shenyang Jianzhu University.(in Chinese)
李慧民,熊雄,董美美,等.2020.基于灰色关联改进TOPSIS法的既有建筑抗震加固方案优选[J].重庆理工大学学报(自然科学),34(12):264-270.
Li H M,Xiong X,Dong M M,et al.2020.Optimization of seismic reinforcement scheme for existing buildings based on grey correlation improved TOPSIS method[J].Journal of Chongqing University of Technology(Natural Science),34(12):264-270.(in Chinese)
李勤,盛金喜,田飞.2016.基于改进理想点法的建筑结构加固方案优选[J].工业建筑,46(8):155-157.
Li Q,Sheng J X,Tian F.2016.Optimization of building structure reinforcement scheme based on improved ideal point method[J].Journal of Industrial Architecture,46(8):155-157.(in Chinese)
李忠富,李州扬,戴利人,等.2021.基于COWA-模糊集对的BIM绿建运维管理综合效益分析[J].施工技术(中英文),50(13):134-138.
Li Z F,Li Z Y,Dai L R,et al.2021.Comprehensive benefit analysis of BIM green construction operation and maintenance management based on COWA-fuzzy set pairs[J].Construction Technology(Chinese and English),50(13):134-138.(in Chinese)
陆新征,程庆乐,孙楚津,等.2019.基于动力弹塑性时程分析和实测地面运动的地震破坏力速报系统[J].自然灾害学报,28(3):35-43.
Lu X Z,Cheng Q L,Sun C J,et al.2019.Rapid earthquake destructive power reporting system based on dynamic elastoplastic time-history analysis and measured ground motion[J].Journal of Natural Disasters,28(3):35-43.(in Chinese)
四川省建设工程造价管理总站.2015.四川省建设工程工程量清单计价定额——房屋建筑维修与加固工程[M].北京:中国计划出版社.
Sichuan Provincial Construction Cost Management Station. 2015. Valuation quota of bill of quantities of construction projects in Sichuan Province:Building maintenance and reinforcement project[M].Beijing:China Planning Press.(in Chinese)
王坚.2022.既有砌体结构加固方法分析[J].工程技术研究,7(10):155-157.
Wang J.2022.Analysis of reinforcement methods for existing masonry structures[J].Engineering and Technological Research,7(10):155-157.(in Chinese)
王晶.2016.混凝土框架结构构件加固优化设计及可靠度分析[D].西安:西安建筑科技大学.
Wang J.2016.Optimization design and reliability analysis of concrete frame structure members[D].Xi’an:Xi’an University of Architecture and Technology.(in Chinese)
王亭,姜忻良,李茂鋆.2012.历史风貌建筑砖砌体加固试验及模拟计算分析[J].工程力学,29(S1):92-96.
Wang T,Jiang X L,Li M G.2012.Test and simulation analysis of brick masonry reinforcement for buildings with historical features[J].Engineering Mechanics,29(S1):92-96.(in Chinese)
王永,李义广,冯晓爽,等.2020.基于组合赋权-TOPSIS方法在砌体结构加固方案中的应用[J].河北农业大学学报,43(2):147-151.
Wang Y,Li Y G,Feng X S,et al.2020.Application of combination-based empowerments-TOPSIS method in masonry structure reinforcement scheme[J].Journal of Agricultural University of Hebei,43(2):147-151.(in Chinese)
吴繁超,施微丹,何佰昭,等.2023.福建省既有石砌体房屋整毛石墙体抗震加固研究综述[J].地震研究,46(4):551-561.
Wu F C,Shi W D,He B Z,et al.2023.Review of research on seismic behaviour and retrofitting of stone masonry walls of existing buildings in Fujian Province[J].Journal of Seismological Research,45(1):17-25.(in Chinese)
吴乐乐,唐曹明,黄世敏,等.2023.钢筋网水泥砂浆面层加固低强度砖砌体结构的地震易损性分析[J].建筑科学,39(5):54-65.
Wu L L,Tang C M,Huang S M,et al.2023.Seismic vulnerability analysis of low strength brick masonry structures reinforced by reinforced mesh cement mortar surface layer[J].Building Science,39(5):54-65.(in Chinese)
吴小宾,陈鹏,高峰.2022.基于加固效费比的砌体结构抗震加固方案优选方法研究[J].工程力学,39(5):167-176.
Wu X B,Chen P,Gao F.2022.Research on optimal method of seismic reinforcement scheme for masonry structures based on reinforcement efficiency/cost ratio[J].Journal of Engineering Mechanics,39(5):167-176.(in Chinese)
徐天航,郭子雄,柴振岭,等.2016.钢筋网片改性砂浆加固石砌体墙抗震性能试验研究[J].建筑结构学报,37(12):120-125.
Xu T H,Guo Z X,Chai Z L,et al.2016.Experimental study on seismic performance of stone masonry walls reinforced by modified mortar with steel mesh sheet[J].Journal of Building Structures,37(12):120-125.(in Chinese)
杨笛,洪文霞,尹泽宇,等.2022.基于组合赋权与TOPSIS的老旧小区智慧改造模式的选择[J].常州工学院学报,35(6):37-42.
Yang D,Hong W X,Yin Z Y,et al.2022.Selection of smart transformation model of old residential areas based on combination empowerment and TOPSIS[J].Journal of Changzhou Institute of Technology,35(6):37-42.(in Chinese)
杨新华,徐良明,陈金锋,等.2019.基于AHP对砌体宿舍楼抗震加固改造方案的决策[J].舰船电子工程,39(12):141-144,153.
Yang X H,Xu L M,Chen J F,et al.2019.Decision making of seismic reinforcement scheme for masonry dormitory building based on AHP[J].Naval Electronic Engineering,39(12):141-144,153.(in Chinese)
张桂欣,孙柏涛.2018.基于模糊层次分析的建筑物单体震害预测方法研究[J].工程力学,35(12):185-193.
Zhang G X,Sun B T.2018.Seismic damage prediction for a single building based on a fuzzy analytical hierarchy approach[J].Engineering Mechanics,35(12):185-193.(in Chinese)
GB 50023—2009,建筑抗震鉴定标准[S].
GB 50023—2009,Standard for seismic appraisal of buildings[S].(in Chinese)

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Last Update: 2023-12-20