首页 > 最新文献

Industrial Construction最新文献

英文 中文
Comparisons of Seismic Hazard Analysis Methods for Engineering Sites 工程场地地震危害分析方法比较
Pub Date : 2024-02-01 DOI: 10.3724/j.gyjzg23120204
Jun Song, Huiquan Miao, Zilan Zhong, Yanqiong Ding, Mi Zhao, Xiuli DU
: In view of the existing various seismic hazard analysis methods, the seismic hazard analysis method based on historical seismic intensity data and the probabilistic seismic hazard analysis method to analyze the seismic hazards of the main urban area in Beijing was taken, and the peak ground acceleration with a probability of exceeding 10% in 50 years was obtained. The results showed that the peak ground acceleration of the main urban area in Beijing was of obvious spatial variability, which was gradually increasing from the west of the city to the east; the results obtained from those two methods were reliable and the differences were slight. The methods had their own characteristics, the former had fewer assumptions including site effects and was moderately difficult to calculate
:针对现有的各种地震危险性分析方法,采用基于历史地震烈度数据的地震危险性分析方法和概率地震危险性分析方法对北京主城区进行地震危险性分析,得出 50 年内地加速度峰值大于 10%的概率。结果表明,北京主城区地表加速度峰值具有明显的空间变异性,由城西向城东逐渐增大;两种方法所得结果可靠,差异较小。两种方法各有特点,前者包括场地效应在内的假设较少,计算难度适中
{"title":"Comparisons of Seismic Hazard Analysis Methods for Engineering Sites","authors":"Jun Song, Huiquan Miao, Zilan Zhong, Yanqiong Ding, Mi Zhao, Xiuli DU","doi":"10.3724/j.gyjzg23120204","DOIUrl":"https://doi.org/10.3724/j.gyjzg23120204","url":null,"abstract":": In view of the existing various seismic hazard analysis methods, the seismic hazard analysis method based on historical seismic intensity data and the probabilistic seismic hazard analysis method to analyze the seismic hazards of the main urban area in Beijing was taken, and the peak ground acceleration with a probability of exceeding 10% in 50 years was obtained. The results showed that the peak ground acceleration of the main urban area in Beijing was of obvious spatial variability, which was gradually increasing from the west of the city to the east; the results obtained from those two methods were reliable and the differences were slight. The methods had their own characteristics, the former had fewer assumptions including site effects and was moderately difficult to calculate","PeriodicalId":516737,"journal":{"name":"Industrial Construction","volume":"480 2","pages":""},"PeriodicalIF":0.0,"publicationDate":"2024-02-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140466040","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Scenario Simulation of Social Stability Risks of a Tunnel Project in Qingdao Based on System Dynamics Model 基于系统动力学模型的青岛某隧道项目社会稳定风险情景模拟
Pub Date : 2024-02-01 DOI: 10.3724/j.gyjzg23120803
Zhiguo Shao, Changqin Ai, Mengdi Li
: The complexity of major transportation infrastructure projects makes them prone to various conflicts of interest during the construction process, and various risk factors interact with each other, which can easily lead to social stability problems. In the paper, social stability risks were divided into internal risks and external risks, social stability risk indicators were selected based on the five dimensions of government, public, ecology, economy and society, the risk coupling relations of each dimension was analyzed, a coupling model of social stability risks of major transportation infrastructure construction projects based on sys-tem dynamics was established
:重大交通基础设施项目的复杂性使其在建设过程中容易产生各种利益冲突,各种风险因素相互作用,极易引发社会稳定问题。本文将社会稳定风险分为内部风险和外部风险,从政府、公众、生态、经济和社会五个维度选取社会稳定风险指标,分析了各维度的风险耦合关系,建立了基于系统动力学的重大交通基础设施建设项目社会稳定风险耦合模型。
{"title":"Scenario Simulation of Social Stability Risks of a Tunnel Project in Qingdao Based on System Dynamics Model","authors":"Zhiguo Shao, Changqin Ai, Mengdi Li","doi":"10.3724/j.gyjzg23120803","DOIUrl":"https://doi.org/10.3724/j.gyjzg23120803","url":null,"abstract":": The complexity of major transportation infrastructure projects makes them prone to various conflicts of interest during the construction process, and various risk factors interact with each other, which can easily lead to social stability problems. In the paper, social stability risks were divided into internal risks and external risks, social stability risk indicators were selected based on the five dimensions of government, public, ecology, economy and society, the risk coupling relations of each dimension was analyzed, a coupling model of social stability risks of major transportation infrastructure construction projects based on sys-tem dynamics was established","PeriodicalId":516737,"journal":{"name":"Industrial Construction","volume":"291 ","pages":""},"PeriodicalIF":0.0,"publicationDate":"2024-02-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140470274","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Effects of In-Plane Damage of infill Walls on Their Out-of-Plane Bearing Capacity Reduction Factors 填充墙的平面内损伤对其平面外承载力降低系数的影响
Pub Date : 2024-02-01 DOI: 10.3724/j.gyjzg23121430
Wei Jin, Changhai Zhai, W. Liu
: Infill walls are commonly subjected to bidirectional seismic actions in actual seismic events. A robust interaction prevails between the in-plane and out-of-plane seismic performance of infill walls, where in-plane damage often diminishes the out-of-plane bearing capacity of infill walls. A finite element model for RC frames with infill walls was established and validated against experimental data, and extensively employed in numerical analysis. The objective was to delve into the seismic performance of masonry infill walls under bidirectional loading, considering the effects of loading modes, aspect ratio, slenderness ratio, and block compressive strength on the out-of-plane bearing capacity of infill walls with prior in-plane damage. Based on experimental data and parameter analysis, a formula for predicting out-of-plane bearing capacity reduction factors of masonry infill walls with prior in-plane damage was proposed. A new comprehensive geometric parameter was introduced considering the mechanism of out-of-plane load transfer for infill walls. The new formula exhibited a superior fit with experimental data compared to existing equations.
:在实际地震事件中,填充墙通常会受到双向地震作用。填充墙的平面内和平面外抗震性能之间存在着强烈的相互作用,平面内的破坏往往会削弱填充墙的平面外承载能力。建立了带填充墙的 RC 框架有限元模型,并根据实验数据进行了验证,同时在数值分析中广泛采用了该模型。目的是深入研究砌体填充墙在双向荷载作用下的抗震性能,同时考虑荷载模式、长宽比、细长比和砌块抗压强度对平面内损伤填充墙平面外承载力的影响。根据实验数据和参数分析,提出了一个用于预测平面内受损砌体填充墙平面外承载力降低系数的公式。考虑到填充墙平面外荷载传递机制,引入了一个新的综合几何参数。与现有公式相比,新公式与实验数据的拟合度更高。
{"title":"Effects of In-Plane Damage of infill Walls on Their Out-of-Plane Bearing Capacity Reduction Factors","authors":"Wei Jin, Changhai Zhai, W. Liu","doi":"10.3724/j.gyjzg23121430","DOIUrl":"https://doi.org/10.3724/j.gyjzg23121430","url":null,"abstract":": Infill walls are commonly subjected to bidirectional seismic actions in actual seismic events. A robust interaction prevails between the in-plane and out-of-plane seismic performance of infill walls, where in-plane damage often diminishes the out-of-plane bearing capacity of infill walls. A finite element model for RC frames with infill walls was established and validated against experimental data, and extensively employed in numerical analysis. The objective was to delve into the seismic performance of masonry infill walls under bidirectional loading, considering the effects of loading modes, aspect ratio, slenderness ratio, and block compressive strength on the out-of-plane bearing capacity of infill walls with prior in-plane damage. Based on experimental data and parameter analysis, a formula for predicting out-of-plane bearing capacity reduction factors of masonry infill walls with prior in-plane damage was proposed. A new comprehensive geometric parameter was introduced considering the mechanism of out-of-plane load transfer for infill walls. The new formula exhibited a superior fit with experimental data compared to existing equations.","PeriodicalId":516737,"journal":{"name":"Industrial Construction","volume":"267 ","pages":""},"PeriodicalIF":0.0,"publicationDate":"2024-02-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140468027","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
A Safety Monitoring Method for High-Formwork Support Structures Based on Computer Vision Recognition 基于计算机视觉识别的高模板支撑结构安全监控方法
Pub Date : 2024-02-01 DOI: 10.3724/j.gyjzg23121903
Changzheng Chi, Bo Pang, Jiangtao REN, Yin Lu, Xianzhe Li, Mingfeng Huang
: To ensure the construction safety of high-formwork support structures, a set of construction intelligent real-time monitoring method based on computer vision and finite element technology was proposed. A refined finite element model was established according to the real situation of the rods arrangement of the high-formwork support structure, and the buckling analysis was carried out under a variety of working conditions, so as to obtain the vertical displacement of the key joints during the buckling damage of the high-formwork support structure, and to obtain the alarm threshold value of the intelligent real-time monitoring of the construction. The intelligent real-time monitoring algorithm based on computer vision was developed to monitor the displacement changes of the high-formwork support structure in the construction process in real time, and the algorithm will automatically alarm and guide the elimination of dangers and the protection of construction safety when unsafe displacement occurs. After the construction, according to the theoretical calculation re-sults and the actual measurement results, the finite element model was corrected parametrically, and the corrected finite element model was subjected to buckling damage analysis, and the sizes of the corrected buck-ling vertical displacement and the alarm threshold were compared to illustrate the reasonableness of the alarm threshold. The successful completion of a high-formwork support structure project for a multi-use building verified the effectiveness of the new construction monitoring method proposed in the paper.
:为确保高支模结构的施工安全,提出了一套基于计算机视觉和有限元技术的施工智能实时监测方法。根据高支模结构杆件布置的实际情况,建立了精细化的有限元模型,并进行了多种工况下的屈曲分析,得到了高支模结构屈曲破坏过程中关键节点的竖向位移,得出了施工智能实时监控的报警阈值。开发了基于计算机视觉的智能实时监测算法,实时监测高支模结构在施工过程中的位移变化,当发生不安全位移时,算法将自动报警并指导消除危险,保障施工安全。施工结束后,根据理论计算结果和实际测量结果,对有限元模型进行参数修正,并对修正后的有限元模型进行屈曲破坏分析,对比修正后的屈曲竖向位移大小和报警阈值,说明报警阈值的合理性。一个多用途建筑的高模板支撑结构项目的成功完成验证了本文提出的新施工监测方法的有效性。
{"title":"A Safety Monitoring Method for High-Formwork Support Structures Based on Computer Vision Recognition","authors":"Changzheng Chi, Bo Pang, Jiangtao REN, Yin Lu, Xianzhe Li, Mingfeng Huang","doi":"10.3724/j.gyjzg23121903","DOIUrl":"https://doi.org/10.3724/j.gyjzg23121903","url":null,"abstract":": To ensure the construction safety of high-formwork support structures, a set of construction intelligent real-time monitoring method based on computer vision and finite element technology was proposed. A refined finite element model was established according to the real situation of the rods arrangement of the high-formwork support structure, and the buckling analysis was carried out under a variety of working conditions, so as to obtain the vertical displacement of the key joints during the buckling damage of the high-formwork support structure, and to obtain the alarm threshold value of the intelligent real-time monitoring of the construction. The intelligent real-time monitoring algorithm based on computer vision was developed to monitor the displacement changes of the high-formwork support structure in the construction process in real time, and the algorithm will automatically alarm and guide the elimination of dangers and the protection of construction safety when unsafe displacement occurs. After the construction, according to the theoretical calculation re-sults and the actual measurement results, the finite element model was corrected parametrically, and the corrected finite element model was subjected to buckling damage analysis, and the sizes of the corrected buck-ling vertical displacement and the alarm threshold were compared to illustrate the reasonableness of the alarm threshold. The successful completion of a high-formwork support structure project for a multi-use building verified the effectiveness of the new construction monitoring method proposed in the paper.","PeriodicalId":516737,"journal":{"name":"Industrial Construction","volume":"209 ","pages":""},"PeriodicalIF":0.0,"publicationDate":"2024-02-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140462870","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Safety Leadership and Safety Culture Enhancement in Construction Projects: the Case of Ma Wan Tunnel Project 建筑项目中的安全领导与安全文化提升:马湾隧道项目案例
Pub Date : 2024-02-01 DOI: 10.3724/j.gyjzg23021204
Li Li, Yao Wang, Han Wu, Baojun Li, Hongling Guo, Yuecheng Huang, Dongping Fang
{"title":"Safety Leadership and Safety Culture Enhancement in Construction Projects: the Case of Ma Wan Tunnel Project","authors":"Li Li, Yao Wang, Han Wu, Baojun Li, Hongling Guo, Yuecheng Huang, Dongping Fang","doi":"10.3724/j.gyjzg23021204","DOIUrl":"https://doi.org/10.3724/j.gyjzg23021204","url":null,"abstract":"","PeriodicalId":516737,"journal":{"name":"Industrial Construction","volume":"1038 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2024-02-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140467352","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
A Review on Digital Twin Application Research for Urban Water Security 城市水安全数字孪生应用研究综述
Pub Date : 2024-02-01 DOI: 10.3724/j.gyjzg23120902
Haifeng Huang, Yang Yin, Yi Zhou, Didan Yang
: Digital twin technology is being rapidly applied and developed in the field of urban water security. Firstly, the paper sorted out and analyzed the current situation of digital twin technology applications for urban water security, explained the framework of urban water security system based on digital twins, and introduced the key techniques and capability requirements in the digital twin system from the perception and collection layer, infrastructure layer, data layer, model layer, knowledge layer, and application layer. Sec-ondly, the application progress of digital twins in urban water security was reviewed, including flood control and disaster reduction, water resource conservation and intensive safe utilization, water ecological protection, and intelligent water conservancy engineering. The construction progress and application effectiveness of digital twin platforms for water conservancy projects in typical cities were introduced. Finally, the paper summarized the challenges faced by the in-depth application of digital twins in the field of urban water security and proposed prospects, aiming to provide a reference and guidance for the construction of urban water security capabilities that integrate digital twin technology.
:数字孪生技术在城市水安全领域得到快速应用和发展。本文首先梳理和分析了数字孪生技术在城市水安全领域的应用现状,阐述了基于数字孪生的城市水安全体系框架,并从感知与采集层、基础设施层、数据层、模型层、知识层、应用层等方面介绍了数字孪生体系的关键技术和能力要求。其次,回顾了数字孪生在城市水安全领域的应用进展,包括防洪减灾、水资源节约与集约安全利用、水生态保护、智能水利工程等。介绍了典型城市水利工程数字孪生平台的建设进展和应用成效。最后,论文总结了数字孪生在城市水安全领域深入应用所面临的挑战,并提出了展望,旨在为融合数字孪生技术的城市水安全保障能力建设提供参考和指导。
{"title":"A Review on Digital Twin Application Research for Urban Water Security","authors":"Haifeng Huang, Yang Yin, Yi Zhou, Didan Yang","doi":"10.3724/j.gyjzg23120902","DOIUrl":"https://doi.org/10.3724/j.gyjzg23120902","url":null,"abstract":": Digital twin technology is being rapidly applied and developed in the field of urban water security. Firstly, the paper sorted out and analyzed the current situation of digital twin technology applications for urban water security, explained the framework of urban water security system based on digital twins, and introduced the key techniques and capability requirements in the digital twin system from the perception and collection layer, infrastructure layer, data layer, model layer, knowledge layer, and application layer. Sec-ondly, the application progress of digital twins in urban water security was reviewed, including flood control and disaster reduction, water resource conservation and intensive safe utilization, water ecological protection, and intelligent water conservancy engineering. The construction progress and application effectiveness of digital twin platforms for water conservancy projects in typical cities were introduced. Finally, the paper summarized the challenges faced by the in-depth application of digital twins in the field of urban water security and proposed prospects, aiming to provide a reference and guidance for the construction of urban water security capabilities that integrate digital twin technology.","PeriodicalId":516737,"journal":{"name":"Industrial Construction","volume":"509 ","pages":""},"PeriodicalIF":0.0,"publicationDate":"2024-02-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140469201","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Static and Dynamic Deformation Monitoring of Super High-Rise Buildings During the Construction Stage 超高层建筑施工阶段的静态和动态变形监测
Pub Date : 2024-01-01 DOI: 10.3724/j.gyjzg23081112
K. Gao, Deyuan Deng, Hongping Zhu, S. Weng, Fei GAO
: To address the insufficient research on the measurement of static and dynamic deformations of super high-rise buildings during the construction stage, a structural health monitoring (SHM) system was installed on the main structure of a practical super high-rise building with a height of 335 m. Thus the temperature deformation, vertical deformation, and dynamic displacement of the main structure during the construction stage were measured and analyzed. The uneven distribution of temperature in the main structure during the construction stage was identified, and the strain characteristics of the structure under the influence of temperature were analyzed. The results showed that the strain caused by seasonal temperature difference was greater than the strain caused by the self-weight of the upper structure and the concrete shrinkage and creep over the same period. The developments of the vertical deformation and the inter-story uneven deformation during the construction stage were explained. The degree of uneven deformation increased with structural height and time. The maximum deformation difference among the points of the same floor was 5.3 mm. The axial stress of the girder was positive correlated with the difference in vertical strain between the two ends of the girder. The difference in vertical deformation between the outer frame and the core tube could lead to tensile cracking in the girder. A structural dynamic displacement estimation method based on Kalman filtering was proposed, which could improve could the accuracy of dynamic displacement estimation by fusing acceleration data and strain data, and could accurately estimate the dynamic displacement of super high-rise building under dynamic construction loads.
:针对超高层建筑在施工阶段的静态和动态变形测量研究不足的问题,在一座高度为 335 米的实用超高层建筑的主体结构上安装了结构健康监测(SHM)系统,从而测量和分析了主体结构在施工阶段的温度变形、垂直变形和动态位移。确定了施工阶段主体结构中温度的不均匀分布,并分析了温度影响下结构的应变特性。结果表明,季节温差引起的应变大于同期上部结构自重和混凝土收缩徐变引起的应变。解释了施工阶段垂直变形和层间不均匀变形的发展情况。不均匀变形的程度随着结构高度和时间的增加而增加。同一楼层各点之间的最大变形差为 5.3 毫米。梁的轴向应力与梁两端的垂直应变差呈正相关。外框与核心筒之间的垂直变形差可能会导致大梁拉伸开裂。提出了一种基于卡尔曼滤波的结构动态位移估算方法,通过融合加速度数据和应变数据,提高了动态位移估算的精度,可以准确估算超高层建筑在动态施工荷载作用下的动态位移。
{"title":"Static and Dynamic Deformation Monitoring of Super High-Rise Buildings During the Construction Stage","authors":"K. Gao, Deyuan Deng, Hongping Zhu, S. Weng, Fei GAO","doi":"10.3724/j.gyjzg23081112","DOIUrl":"https://doi.org/10.3724/j.gyjzg23081112","url":null,"abstract":": To address the insufficient research on the measurement of static and dynamic deformations of super high-rise buildings during the construction stage, a structural health monitoring (SHM) system was installed on the main structure of a practical super high-rise building with a height of 335 m. Thus the temperature deformation, vertical deformation, and dynamic displacement of the main structure during the construction stage were measured and analyzed. The uneven distribution of temperature in the main structure during the construction stage was identified, and the strain characteristics of the structure under the influence of temperature were analyzed. The results showed that the strain caused by seasonal temperature difference was greater than the strain caused by the self-weight of the upper structure and the concrete shrinkage and creep over the same period. The developments of the vertical deformation and the inter-story uneven deformation during the construction stage were explained. The degree of uneven deformation increased with structural height and time. The maximum deformation difference among the points of the same floor was 5.3 mm. The axial stress of the girder was positive correlated with the difference in vertical strain between the two ends of the girder. The difference in vertical deformation between the outer frame and the core tube could lead to tensile cracking in the girder. A structural dynamic displacement estimation method based on Kalman filtering was proposed, which could improve could the accuracy of dynamic displacement estimation by fusing acceleration data and strain data, and could accurately estimate the dynamic displacement of super high-rise building under dynamic construction loads.","PeriodicalId":516737,"journal":{"name":"Industrial Construction","volume":"46 2","pages":""},"PeriodicalIF":0.0,"publicationDate":"2024-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139640845","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Current Situation and Development of Retrofitting and Performance Improvement for Existing Building Structures 既有建筑结构改造和性能提升的现状与发展
Pub Date : 2024-01-01 DOI: 10.3724/j.gyjzg23120812
Congzhen XIAO, Jianhui Li, Tianyi Ma, Yue Wei, Zhenhong Wu, Baojuan Qiao
{"title":"Current Situation and Development of Retrofitting and Performance Improvement for Existing Building Structures","authors":"Congzhen XIAO, Jianhui Li, Tianyi Ma, Yue Wei, Zhenhong Wu, Baojuan Qiao","doi":"10.3724/j.gyjzg23120812","DOIUrl":"https://doi.org/10.3724/j.gyjzg23120812","url":null,"abstract":"","PeriodicalId":516737,"journal":{"name":"Industrial Construction","volume":"28 2","pages":""},"PeriodicalIF":0.0,"publicationDate":"2024-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139640719","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Value Re-Cognition of Yingxian Wood Pagoda from MultipleValue Perspectives 多重价值视角下的应县木塔价值再认识
Pub Date : 2024-01-01 DOI: 10.3724/j.gyjzg23072112
Kunpeng Zhou, Aiqun Li, Yang Deng
: Yingxian Wood Pagoda is the oldest and highest pavilion-like wood pagoda in the world, which represents the highest level of wood construction technology in China. As, the wood pagoda has suffered plenty of weathering, disasters and wars, it is urgent to be protected and repaired from its increasing damage and deformation with time. The value analysis is the optimized task of a heritage protection. Therefore, the value composition of Yingxian Wood Pagoda was analyzed from history, science, art and social culture and other multi-value perspectives. The historic value of the wood pagoda was explored from the aspects of architectural styles, structure damages, member forms, Buddhas and hoards. The scientific value of wood tower was explored from the aspect of the structure system and proportion scale. The artistic value was explored from architectural form proportions, Dougong, Buddhas, murals, plaques, wind chimes and calligraphy. The social and cultural values were explored from social condensation, cultural diversity and landscape resources, which was expected to provide reference to future conservation of historical heritage
:应县木塔是世界上最古老、最高的楼阁式木塔,代表了中国木结构建筑技术的最高水平。应县木塔历经风雨、灾害和战争的洗礼,随着时间的推移,其损坏和变形日益严重,亟待保护和修复。价值分析是文物保护的优化任务。因此,我们从历史、科学、艺术和社会文化等多价值角度分析了应县木塔的价值构成。从建筑风格、结构破坏、构件形式、佛像和囤积物等方面探讨了应县木塔的历史价值。从结构体系、比例尺度等方面探讨了木塔的科学价值。从建筑形式比例、斗拱、佛像、壁画、匾额、风铃和书法等方面探讨了木塔的艺术价值。从社会凝结力、文化多样性和景观资源等方面挖掘社会文化价值,为今后保护历史遗产提供参考。
{"title":"Value Re-Cognition of Yingxian Wood Pagoda from MultipleValue Perspectives","authors":"Kunpeng Zhou, Aiqun Li, Yang Deng","doi":"10.3724/j.gyjzg23072112","DOIUrl":"https://doi.org/10.3724/j.gyjzg23072112","url":null,"abstract":": Yingxian Wood Pagoda is the oldest and highest pavilion-like wood pagoda in the world, which represents the highest level of wood construction technology in China. As, the wood pagoda has suffered plenty of weathering, disasters and wars, it is urgent to be protected and repaired from its increasing damage and deformation with time. The value analysis is the optimized task of a heritage protection. Therefore, the value composition of Yingxian Wood Pagoda was analyzed from history, science, art and social culture and other multi-value perspectives. The historic value of the wood pagoda was explored from the aspects of architectural styles, structure damages, member forms, Buddhas and hoards. The scientific value of wood tower was explored from the aspect of the structure system and proportion scale. The artistic value was explored from architectural form proportions, Dougong, Buddhas, murals, plaques, wind chimes and calligraphy. The social and cultural values were explored from social condensation, cultural diversity and landscape resources, which was expected to provide reference to future conservation of historical heritage","PeriodicalId":516737,"journal":{"name":"Industrial Construction","volume":"14 2","pages":""},"PeriodicalIF":0.0,"publicationDate":"2024-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139640897","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Research on S-N Curves of 930 MPa Large-Diameter High-Strength Cold-Rolled Threaded Prestressed Steel Rebars 930 兆帕大直径高强度冷轧螺纹预应力钢筋的 S-N 曲线研究
Pub Date : 2024-01-01 DOI: 10.3724/j.gyjzg23111502
Yuhuan Li, Haosong Chang, Yanqing Fu, Zhikuan Ren, Hailin Chang
{"title":"Research on <italic>S</italic>-<italic>N</italic> Curves of 930 MPa Large-Diameter High-Strength Cold-Rolled Threaded Prestressed Steel Rebars","authors":"Yuhuan Li, Haosong Chang, Yanqing Fu, Zhikuan Ren, Hailin Chang","doi":"10.3724/j.gyjzg23111502","DOIUrl":"https://doi.org/10.3724/j.gyjzg23111502","url":null,"abstract":"","PeriodicalId":516737,"journal":{"name":"Industrial Construction","volume":"273 2","pages":""},"PeriodicalIF":0.0,"publicationDate":"2024-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140521193","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
期刊
Industrial Construction
全部 Acc. Chem. Res. ACS Applied Bio Materials ACS Appl. Electron. Mater. ACS Appl. Energy Mater. ACS Appl. Mater. Interfaces ACS Appl. Nano Mater. ACS Appl. Polym. Mater. ACS BIOMATER-SCI ENG ACS Catal. ACS Cent. Sci. ACS Chem. Biol. ACS Chemical Health & Safety ACS Chem. Neurosci. ACS Comb. Sci. ACS Earth Space Chem. ACS Energy Lett. ACS Infect. Dis. ACS Macro Lett. ACS Mater. Lett. ACS Med. Chem. Lett. ACS Nano ACS Omega ACS Photonics ACS Sens. ACS Sustainable Chem. Eng. ACS Synth. Biol. Anal. Chem. BIOCHEMISTRY-US Bioconjugate Chem. BIOMACROMOLECULES Chem. Res. Toxicol. Chem. Rev. Chem. Mater. CRYST GROWTH DES ENERG FUEL Environ. Sci. Technol. Environ. Sci. Technol. Lett. Eur. J. Inorg. Chem. IND ENG CHEM RES Inorg. Chem. J. Agric. Food. Chem. J. Chem. Eng. Data J. Chem. Educ. J. Chem. Inf. Model. J. Chem. Theory Comput. J. Med. Chem. J. Nat. Prod. J PROTEOME RES J. Am. Chem. Soc. LANGMUIR MACROMOLECULES Mol. Pharmaceutics Nano Lett. Org. Lett. ORG PROCESS RES DEV ORGANOMETALLICS J. Org. Chem. J. Phys. Chem. J. Phys. Chem. A J. Phys. Chem. B J. Phys. Chem. C J. Phys. Chem. Lett. Analyst Anal. Methods Biomater. Sci. Catal. Sci. Technol. Chem. Commun. Chem. Soc. Rev. CHEM EDUC RES PRACT CRYSTENGCOMM Dalton Trans. Energy Environ. Sci. ENVIRON SCI-NANO ENVIRON SCI-PROC IMP ENVIRON SCI-WAT RES Faraday Discuss. Food Funct. Green Chem. Inorg. Chem. Front. Integr. Biol. J. Anal. At. Spectrom. J. Mater. Chem. A J. Mater. Chem. B J. Mater. Chem. C Lab Chip Mater. Chem. Front. Mater. Horiz. MEDCHEMCOMM Metallomics Mol. Biosyst. Mol. Syst. Des. Eng. Nanoscale Nanoscale Horiz. Nat. Prod. Rep. New J. Chem. Org. Biomol. Chem. Org. Chem. Front. PHOTOCH PHOTOBIO SCI PCCP Polym. Chem.
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 联系我们:info@booksci.cn
Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。
Copyright © 2023 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1