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Improved new methods of seismic risk assessment and seismic zoning in Kazakhstan according to Eurocode 8 认领 引用
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作者 Daulet Sarsenbaev Abdulaziz Abdullaev +2 位作者 Nursarsen Uzbekov Alla Sadykova Yelizaveta Yessenzhigitova 《China Geology》 CAS CSCD 2025年第4期661-675,共15页
This article aims to enhance seismic hazard assessment methods for Kazakhstan’s seismotectonic conditions.It combines probabilistic seismic hazard analysis(PSHA),ground motion simulation,sitespecific geological and g... This article aims to enhance seismic hazard assessment methods for Kazakhstan’s seismotectonic conditions.It combines probabilistic seismic hazard analysis(PSHA),ground motion simulation,sitespecific geological and geotechnical data analysis,and seismic scenario analysis to develop Probabilistic General Seismic Zoning(GSZ)maps for Kazakhstan and Probabilistic Seismic Microzoning maps for Almaty.These maps align with Eurocode 8 principles,incorporating seismic intensity and engineering parameters like peak ground acceleration(PGA).The new procedure,applied in national projects,has resulted in GSZ maps for the country,seismic microzoning maps for Almaty,and detailed seismic zoning maps for East Kazakhstan.These maps,part of a regulatory document,guide earthquake-resistant design and construction.They offer a comprehensive assessment of seismic hazards,integrating traditional Medvedev-Sponheuer-Karnik(MSK-64)intensity scale points with quantitative parameters like peak ground acceleration.This innovative approach promises to advance methods for quantifying seismic hazards in specific regions. 展开更多
关键词 Seismic hazard assessment methods Seismic Zoning(GSZ)maps Scale of seismic intensity Central Asia region Earthquakes Eurocode 8 Geological disaster prevention and control engineering
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基于Eurocode3方法的不锈钢地铁车体疲劳强度评估 认领 引用 被引量：1
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作者 赵思聪 《现代商贸工业》 2017年第13期170-171,共2页
为了确保地铁车辆的长期安全可靠运行,采用EN12663-1:2010标准对某不锈钢地铁车辆车体结构进行了疲劳强度仿真计算,并采用Eurocode 3方法对焊缝进行了评估,分析计算结果表明该车体结构满足2×106循环周次疲劳寿命的要求。
关键词 Eurocode 3 不锈钢地铁 疲劳强度
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Verification of Depth Adjustment Factor in Eurocode 5 for Tropical Hardwood Timbers 认领 引用
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作者 Adnie Baharin Muhammad Amirul Akmal Rosli +4 位作者 Norshariza Mohamad Bhkari Lum Wei Chen Anis Azmi Muhammad Shaiful Nordin Zakiah Ahmad 《Journal of Renewable Materials》 SCIE EI CAS 2023年第9期3533-3546,共14页
The depth adjustment factor for bending strength stated in Eurocode 5(EC5)is only applicable to timbers having a characteristic density below 700 kg/m3.However,most Malaysian timbers are hardwood,some with a charac... The depth adjustment factor for bending strength stated in Eurocode 5(EC5)is only applicable to timbers having a characteristic density below 700 kg/m3.However,most Malaysian timbers are hardwood,some with a characteristic density reaching above 700 kg/m3.Therefore,the objective of this study was to examine whether the depth adjustment factor stipulated in EC5 is valid for Malaysian hardwood timbers.Six timber species were selected for this study,namely Kapur(Dryobalanops C.F.Gaertn.),Kempas(Koompassia Maingay ex Benth.),Keruing(Dipterocarpus C.F.Gaertn.),Light red meranti(Shorea Roxb.ex C.F.Gaertn.),Geronggang(Cratoxylum Blume)and Balau(Shorea Roxb.ex C.F.Gaertn.).The determination of bending strength and characteristic density was conducted according to BS EN 408:2010 and BS EN 384:2016,respectively.A graph for mean bending strength vs.(150/h)was plotted for each timber species.The power function was selected to analyze the relationship between the two variables.The power of the regression equations varied depending on the characteristic density of the timber species.For species with a characteristic density below 700 kg/m3,such as Kapur,Keruing,and Light red meranti,the power was between 0.16 to 0.17.In contrast,for species having a characteristic density above 700 kg/m3,namely Kempas and Balau,the power was higher at 0.23 and 0.24,respectively.Geronggang was an exception to this pattern.These values are close to the depth adjustment factor given in EC5,which is 0.2.Based on the results,it can be suggested that the adjustment factor of 0.2 is also applicable to Malaysian hardwood timbers with a characteristic density above 700 kg/m3. 展开更多
关键词 Depth adjustment factor Malaysian hardwood timber bending strength Eurocode 5
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Seismic loss assessment of RC high-rise buildings designed according to Eurocode 8 认领 引用
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作者 Jelena Pejovic Nina Serdar 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2023年第3期807-824,共18页
A probabilistic seismic loss assessment of RC high-rise(RCHR)buildings designed according to Eurocode 8 and located in the Southern Euro-Mediterranean zone is presented herein.The loss assessment methodology is based ... A probabilistic seismic loss assessment of RC high-rise(RCHR)buildings designed according to Eurocode 8 and located in the Southern Euro-Mediterranean zone is presented herein.The loss assessment methodology is based on a comprehensive simulation approach which takes into account ground motion(GM)uncertainty,and the random effects in seismic demand,as well as in predicting the damage states(DSs).The methodology is implemented on three RCHR buildings of 20-story,30-story and 40-story with a core wall structural system.The loss functions described by a cumulative lognormal probability distribution are obtained for two intensity levels for a large set of simulations(NLTHAs)based on 60 GM records with a wide range of magnitude(M),distance to source(R)and different site soil conditions(SS).The losses expressed in percent of building replacement cost for RCHR buildings are obtained.In the estimation of losses,both structural(S)and nonstructural(NS)damage for four DSs are considered.The effect of different GM characteristics(M,R and SS)on the obtained losses are investigated.Finally,the estimated performance of the RCHR buildings are checked to ensure that they fulfill limit state requirements according to Eurocode 8. 展开更多
关键词 RC high-rise buildings seismic loss assessment loss functions nonlinear time-history analysis(NLTHA) cumulative lognormal probability distribution random effects Eurocode 8
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基于Eurocode 3标准的某塔设备稳定性分析 认领 引用
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作者 龚奕豪 《化工装备技术》 CAS 2019年第2期9-11,共3页
有限元方法较高的计算能力为其在实际应用中提供了更多可能,介绍了Eurocode 3标准中公式法和数值模拟LBA-MNA方法。通过真实案例,根据Eurocode 3标准中的公式法对轴向弯矩作用下的塔设备进行稳定性分析,并与LBA-MNA法分析结果进行比较... 有限元方法较高的计算能力为其在实际应用中提供了更多可能,介绍了Eurocode 3标准中公式法和数值模拟LBA-MNA方法。通过真实案例,根据Eurocode 3标准中的公式法对轴向弯矩作用下的塔设备进行稳定性分析,并与LBA-MNA法分析结果进行比较。结果表明,通过延长单筒节来进行多筒节的失稳分析是偏保守的。 展开更多
关键词 Eurocode3 有限元 LBA-MNA 轴向失稳
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基于Eurocode规范的混凝土桥梁设计分析 认领 引用
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作者 李沛丰 《工程技术研究》 2023年第5期180-182,共3页
伴随国家“一带一路”倡议的逐步推进,中国工程企业的业务范围逐渐遍布全球各地。尽管国家正大力推进中国规范走出去,但限于意识形态、技术优势、工程习惯等诸多因素,欧洲、非洲、东南亚等许多国家坚持必须采用Eurocode规范。因此,要想... 伴随国家“一带一路”倡议的逐步推进,中国工程企业的业务范围逐渐遍布全球各地。尽管国家正大力推进中国规范走出去,但限于意识形态、技术优势、工程习惯等诸多因素,欧洲、非洲、东南亚等许多国家坚持必须采用Eurocode规范。因此,要想在激烈的国际竞争中脱颖而出,志在走出国门的中国设计咨询企业必须熟悉国外规范和设计习惯。基于此,文章结合笔者多个海外工程项目的设计经验,系统介绍Eurocode规范在混凝土桥梁设计方面的荷载及混凝土结构设计指标,同时结合一个实际工程案例,详细阐述Eurocode规范的设计方法和主要原则,希望对同行在今后的设计工作中有一定借鉴价值。 展开更多
关键词 Eurocode规范 荷载组合 组合系数 抗弯承载力 应力
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Experimental Research of Impact Toughness of the Kazakhstani Construction Steel— Assessment of Compliance with the Provisions of 1993 Eurocode 认领 引用
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作者 Begman Kulbayev Vladimir Lapin +4 位作者 Alexander Shakhnovich Tursymbai Tuleyev Serik Aldakhov Yerken Aldakhov Alimzhan Ali 《Open Journal of Civil Engineering》 2023年第4期664-676,共13页
Since 2015, the Republic of Kazakhstan has a new regulatory framework for construction on the basis of Eurocode. Many new steel quality requirements have been introduced for steel structures. As a result, Kazakhstan’... Since 2015, the Republic of Kazakhstan has a new regulatory framework for construction on the basis of Eurocode. Many new steel quality requirements have been introduced for steel structures. As a result, Kazakhstan’s steel production almost ceased to be used in construction. Therefore, a series of studies is being carried out to determine the quality of local steel for compliance with the requirements of Eurocode 1993. Impact toughness testing was carried out on 126 samples of 8, 10, 20 mm thick structural steel produced by the “Arcelor-Mittal” company. The experimental study of impact toughness of KCV and KCU at a temperature of +20˚, -20˚, -40˚ degrees were conducted for seven types of structural steel, the most common in the Republic of Kazakhstan, on the experimental experimentation facility of the KazRDICA JSC. The ST RK STB EN 10045-1-2012 techniques were used. In each series of tests, 3 specimens were used. It has been established that in all cases the temperature requirements of Eurocode 1993 (National Annex to SP RK EN1993-1-1: 2005/2011*, Table НП.2*) are met. A regression relationship between the values of impact toughness and temperature was constructed. It has been established that construction steel produced in the Republic of Kazakhstan fully complies with the requirements of 1993 Eurocode. The studies on the dependence of Brinell hardness of steel on the impact toughness of steel at specified temperatures are performed. The correlation dependencies between the values of impact toughness and BH Brinell hardness have been obtained. 展开更多
关键词 Impact Toughness Steel Hardness Construction Steel Eurocode Brittle Fracture
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Structural Eurocodes Systems (China) Forum Held in Beijing——Construction Standards in China 认领 引用
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《China Standardization》 2005年第3期
The Structural Eurocodes Systems, which are developed by the European Committee for Standardization (CEN), have come into trial use in the 28 countries of European Union (EU), and will lay a significant influence on t... The Structural Eurocodes Systems, which are developed by the European Committee for Standardization (CEN), have come into trial use in the 28 countries of European Union (EU), and will lay a significant influence on the development of the construction industry and on the international market of construction. 展开更多
关键词 Structural Eurocodes Systems BSI China
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Development of optimized XGBoost model for accurate prediction of concrete-filled steel tubular column bearing capacity 认领 引用
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作者 Tran Minh LUAN Samir KHATIR +2 位作者 Timon RABCZUK Nicholas FANTUZZI Thanh CUONG-LE 《ENGINEERING Structure and Civil Engineering》 SCIE EI CAS CSCD 2026年第3期524-540,共17页
In recent years,with the explosion of the 4.0 industrial revolution,terms such as machine learning(ML)have become familiar and are increasingly widely applied in the engineering field.This study focuses on proposing t... In recent years,with the explosion of the 4.0 industrial revolution,terms such as machine learning(ML)have become familiar and are increasingly widely applied in the engineering field.This study focuses on proposing two new hybrid models named exponential-trigonometrie optimized extreme gradient boosting(ETO-XGBoost)and whale optimization algorithm extreme gradient boosting(WOA-XGBoost),which are developed based on extreme gradient boosting combined with exponential-trigonometric optimization and whale optimization algorithm.A data set has been built and analyzed using ABAQUS software,and combined with data from the empirical formula to construct a training data set for the proposed models.The two proposed hybrid models are compared with the available models including Kolmogorov-Arnold networks(KAN),artificial neural networks(ANN)and Eurocode 4 standard through important statistical indices such as mean absolute error(MAE),mean absolute percentage error(MAPE),root mean square error(RMSE)and correlation coefficient R.The analysis results show that the ETO-XGBoost model and the WOA-XGBoost model are the most effective ML models when compared with other models.The correlation index R of both models reached very high values(0.9963 for ETO-XGBoost and 0.9956 for WOA-XGBoost,respectively).At the same time,the error indexes of the ETO-XGBoost model were the smallest among the compared models,with MAPE=63.3738,MAE=47.4643 and RMSE=1.8221;meanwhile,the WOA-XGBoost model had corresponding indexes of MAPE=67.8956,MAE=49.1825 and RMSE=1.9040.Besides,the predicted data from the ETO-XGBoost model and the WOAXGBoost model showed the highest similarity with the actual data in predicting the axial strength of concrete-filled steel tubular(CFST)columns.Therefore,the ETO-XGBoost model and the WOA-XGBoost model can be considered as a powerful and accurate tool in predicting the compressive strength of CFST columns. 展开更多
关键词 ML ETO-XGBoost WOA-XGBoost KAN ANN Eurocode 4
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Eurocode7直接法中极限状态三种分项系数组合的选择 认领 引用 被引量：6
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作者 王桂林 王靖 +1 位作者 王韵斌 李伟科 《建筑结构》 CSCD 北大核心 2011年第3期84-87,共4页
欧洲岩土工程规范Eurocode7直接法中验证地基和结构构件的破坏或过度变形时,给出了不同情况下作用力、岩土参数和反力的分项系数,不同的分项系数组合得到了三种设计方法。案例分析表明,这三种设计方法的结果有较大离散。在偏心受压条形... 欧洲岩土工程规范Eurocode7直接法中验证地基和结构构件的破坏或过度变形时,给出了不同情况下作用力、岩土参数和反力的分项系数,不同的分项系数组合得到了三种设计方法。案例分析表明,这三种设计方法的结果有较大离散。在偏心受压条形基础和悬臂式挡土墙的设计中,活载的分布决定其分项系数的选择,同时偏心的大小也影响着恒载分项系数的选择;再者,荷载分布的不同,影响着岩土结构设计是对荷载还是对岩土参数更为敏感,因此也就决定了相应的分项系数和更合适的分项系数组合。 展开更多
关键词 Eurocode7 极限状态 设计方法 荷载 不利作用 分项系数选择
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欧洲土木工程建设标准体系介绍 认领 引用
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作者 李志明 《钢结构（中英文）》 2025年第6期55-68,共14页
系统地阐述了欧洲土木工程建设标准体系的架构组成、第一代和第二代欧洲结构设计标准(Eurocodes)的发展历程、主要特点及创新内容。自1975年第一代Eurocodes启动以来,经过近40年的发展,已成为欧盟及多个非欧盟国家采用的权威性土木工程... 系统地阐述了欧洲土木工程建设标准体系的架构组成、第一代和第二代欧洲结构设计标准(Eurocodes)的发展历程、主要特点及创新内容。自1975年第一代Eurocodes启动以来,经过近40年的发展,已成为欧盟及多个非欧盟国家采用的权威性土木工程建设设计标准,该标准凭借其系统性、通用性和多样性等特点,适应了不同国家和地区的技术条件与市场需求。第二代Eurocodes在继承上一代标准的基础上,拓宽了应用范围,纳入了更多的高性能材料与设计方法,体系的创新性架构和内容更新,既反映了当前最新的技术水准与市场需求,也增强了用户友好性,并加强了标准的一致性。此外,第二代Eurocodes还包含了既有结构的鉴定评估与更新改造、气候变化影响和结构坚固性内容,体现了新一代标准与时俱进的特点。汲取欧洲工程建设标准体系的经验,对于改革与完善我国的工程建设标准体系、提升国际化水平,助力企业“走出去”、增强在全球市场上的核心竞争力,具有重要意义。 展开更多
关键词 土木工程建设标准体系 欧洲标准化委员会(CEN) 欧洲结构设计标准 第二代Eurocodes
Characteristic Shear Strength Parameters Derived from Cone Penetration Test 认领 引用
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作者 Erdi Myftaraga Olsi Koreta 《Journal of Civil Engineering and Architecture》 2025年第3期148-156,共9页
The interpretation and application of CPT(cone penetration test)results is characterized by considerable variability of data,either in measured or correlated parameters.According to the requirements of Eurocode 7 the ... The interpretation and application of CPT(cone penetration test)results is characterized by considerable variability of data,either in measured or correlated parameters.According to the requirements of Eurocode 7 the existing variability in soil properties has to be taken into account statistically during the determination of the characteristic values of each parameter.This should be done by selecting a cautious estimate of the value affecting the limit state.Obtaining the characteristic values of CPT measurements is not an easy task and on this aspect nor clear neither unified guidelines exist.This paper focuses in several approaches to characterize the cone resistance and the sleeve friction using simple statistical analysis,in order for these parameters to be applicable in design.Similar procedures are then applied to determine the characteristic values of correlated parameters from CPT such as the effective friction angle for sands and the undrained shear strength for clays.The resulting characteristic values of the considered parameters emphasize the fact that the prediction and the interpretation of characteristic values of soil properties is a complicated and biased procedure. 展开更多
关键词 Eurocode 7 CPTu(piezocone test) characteristic value friction angle undrained shear strength
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中欧(法)挡土墙设计规范对比研究 认领 引用 被引量：5
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作者 张东卿 薛元 +2 位作者 罗强 刘菀茹 王永亮 《铁道工程学报》 EI 北大核心 2020年第2期30-34,39,共5页
研究目的:为明确中欧(法)挡土墙设计规范差异,为开展海外工程设计提供参考,本文结合算例对中欧(法)挡土墙设计规范进行了对比研究。研究结论:(1) Eurocode 7只介绍了岩土工程设计原理和设计中要考虑的主要因素,但较少涉及具体计算方法,... 研究目的:为明确中欧(法)挡土墙设计规范差异,为开展海外工程设计提供参考,本文结合算例对中欧(法)挡土墙设计规范进行了对比研究。研究结论:(1) Eurocode 7只介绍了岩土工程设计原理和设计中要考虑的主要因素,但较少涉及具体计算方法,难以直接指导实际设计,需要结合各成员国制定的补充规范使用;(2)中法挡土墙设计规范所涉及的抗滑移、抗倾覆、基底承载力、偏心距等验算内容所对应的安全度基本一致;(3)法国规范基底摩擦系数取值较高,依据法国规范进行设计时挡墙底部尺寸可适当减小;(4)在进行结构强度验算时法国规范规定的荷载分项系数取值小于铁路支挡规范,在进行裂缝宽度检算时欧洲规范规定的裂缝宽度限值高于混规,从而导致依据法国规范设计的挡墙配筋量大幅减少;(5)本文得出的结论可应用于海外岩土工程设计。 展开更多
关键词 Eurocode 7 法国规范 挡土墙 设计方法 对比研究
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欧美规范中公路桥梁正交异性钢桥面板抗疲劳设计对比分析 认领 引用 被引量：20
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作者 贾恩实 马润平 张强 《世界桥梁》 北大核心 2013年第2期31-34,共4页
为给我国公路桥梁正交异性钢桥面板抗疲劳设计提供参考,从疲劳荷载、疲劳细部分类及疲劳验算公式等方面对比AASHTO、Eurocode 3规范,并分别应用2本规范对我国一座公路桥梁的正交异性钢桥面板进行疲劳验算。结果表明:针对公路桥梁正交异... 为给我国公路桥梁正交异性钢桥面板抗疲劳设计提供参考,从疲劳荷载、疲劳细部分类及疲劳验算公式等方面对比AASHTO、Eurocode 3规范,并分别应用2本规范对我国一座公路桥梁的正交异性钢桥面板进行疲劳验算。结果表明:针对公路桥梁正交异性钢桥面板的抗疲劳设计,AASHTO、Eurocode 3两本规范在设计思路、细部分类、验算公式等方面基本一致,参考其对我国公路桥梁正交异性钢桥面板进行抗疲劳设计是可靠的,鉴于Eurocode 3对正交异性钢桥面板的疲劳细部规定更全面,参考Eurocode 3对公路桥梁正交异性钢桥面板进行抗疲劳设计较为合适。 展开更多
关键词 公路桥 正交异性钢桥面板 抗疲劳设计 AASHTO Eurocode 3 对比 应用
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中欧美拉伸锚固长度比较研究 认领 引用 被引量：6
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作者 李海涛 苏小卒 Andrew J DEEKS 《结构工程师》 2010年第3期170-175,共6页
对中欧美规范中拉伸锚固长度的定义和计算公式进行了比较,并选取不同工况,重点考虑了钢筋间距和直径、混凝土强度和保护层厚度的影响,用规范公式对梁和板中的锚固长度进行了计算分析。通过对比发现,在几种主要因素影响下,Eurocode 2锚... 对中欧美规范中拉伸锚固长度的定义和计算公式进行了比较,并选取不同工况,重点考虑了钢筋间距和直径、混凝土强度和保护层厚度的影响,用规范公式对梁和板中的锚固长度进行了计算分析。通过对比发现,在几种主要因素影响下,Eurocode 2锚固长度曲线变化趋势和极限锚固长度曲线变化趋势整体上比较接近。当考虑钢筋间距和直径的影响时,在梁中和板中,GB 50010—2002的变化趋势和Eurocode 2比较相似,值也比较接近。在考虑混凝土强度和保护层厚度时,GB 50010—2002精细方法计算值在影响因素取值较大时,对于板来说偏保守,建议取个适当的折减系数。ACI318-05多数因素影响下均偏保守,建议考虑相应因素的影响时取合适的折减系数。 展开更多
关键词 锚固长度 GB 50010—2002 Eurocode 2 ACI318-05
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Testing of a Full-Scale Composite Floor Plate 认领 引用 被引量：1
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作者 Dennis Lam Xianghe Dai Therese Sheehan 《Engineering》 SCIE EI CAS 2019年第2期223-233,共11页
A full-scale composite floor plate was tested to investigate the flexural behavior and in-plane effects of the floor slab in a grillage of composite beams that reduces the tendency for longitudinal splitting of the co... A full-scale composite floor plate was tested to investigate the flexural behavior and in-plane effects of the floor slab in a grillage of composite beams that reduces the tendency for longitudinal splitting of the concrete slab along the line of the primary beams. This is important in cases where the steel decking is discontinuous when it is orientated parallel to the beams. In this case, it is important to demonstrate that the amount of transverse reinforcement required to transfer local forces from the shear connectors can be reduced relative to the requirements of Eurocode 4. The mechanism under study involved in-plane compression forces being developed in the slab due to the restraining action of the floor plate, which was held in position by the peripheral composite beams;while the secondary beams acted as transverse ties to resist the forces in the floor plate that would otherwise lead to splitting of the slab along the line of the primary beams. The tendency for cracking along the center line of the primary beam and at the peripheral beams was closely monitored. This is the first large floor plate test that has been carried out under laboratory conditions since the Cardington tests in the early 1990s, although those tests were not carried out to failure. This floor plate test was designed so that the longitudinal force transferred by the primary beams was relatively high (i.e., it was designed for full shear connection), but the transverse reinforcement was taken as the minimum of 0.2% of the concrete area. The test confirmed that the primary beams reached their plastic bending resistance despite the discontinuous decking and transverse reinforcement at the minimum percentage given in Eurocode 4. Based on this test, a reduction factor due to shear connectors at edge beams without U-bars is proposed. 展开更多
关键词 Floor plate test Composite beams Edge beams Eurocode 4 In-plane effect Column removal Robustness
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中、欧、美岩土勘察布置的比较 认领 引用 被引量：2
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作者 万中喜 任世锋 祁丽华 《水运工程》 北大核心 2019年第6期158-162,179,共5页
针对中外标准有关岩土勘察布置要求的差异化问题,进行了中标(GB 50021-2001《岩土工程勘察规范》、JTS133-2013《水运工程岩土勘察规范》)、欧标(Eurocode 7《岩土工程设计规范》)和美标(《ASTM岩土勘察类标准》)有关岩土勘察布置要求... 针对中外标准有关岩土勘察布置要求的差异化问题,进行了中标(GB 50021-2001《岩土工程勘察规范》、JTS133-2013《水运工程岩土勘察规范》)、欧标(Eurocode 7《岩土工程设计规范》)和美标(《ASTM岩土勘察类标准》)有关岩土勘察布置要求的对比分析研究。研究发现,中外勘察标准在阶段划分、内容、方法、勘探点间距与深度、试验数量、勘察过程中的优化、施工阶段控制与监测等各个环节均存在明显差异,并在此基础上提出了海外勘察标准应用要点。这些研究成果有助于行业同仁对海外勘察标准的了解和使用,也利于中国勘察标准的国际接轨。 展开更多
关键词 中标GB 中标JTS 欧标Eurocode7 美标ASTM 岩土勘察布置
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基于三种不同疲劳评估标准的不锈钢车体的焊缝疲劳评估 认领 引用 被引量：2
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作者 王小杰 刘龙玺 赵思聪 《内燃机与配件》 2021年第7期190-191,共2页
针对某不锈钢地铁车体结构,采用BS 7608、Eurocode3和IIW标准分别对焊缝进行了疲劳寿命评估,结果表明Eurocode 3和IIW的评估结果要严于BS 7608的结果。
关键词 BS 7608 Eurocode 3 IIW 不锈钢车体 焊缝疲劳
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悬挂式单轨车体强度分析 认领 引用 被引量：2
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作者 刘龙玺 张曰东 《内燃机与配件》 2022年第8期25-27,共3页
针对某悬挂式单轨车辆,采用HyperMesh进行了有限元建模,采用Optistruct软件依据EN 12663-1:2010+A1:2014标准P-V等级的要求对悬挂式单轨车辆车体结构的静强度、疲劳强度、白车身模态和整备模态进行了有限元计算和评估。计算结果表明:各... 针对某悬挂式单轨车辆,采用HyperMesh进行了有限元建模,采用Optistruct软件依据EN 12663-1:2010+A1:2014标准P-V等级的要求对悬挂式单轨车辆车体结构的静强度、疲劳强度、白车身模态和整备模态进行了有限元计算和评估。计算结果表明:各个静强度工况下,该悬挂式单轨车体结构的vonMises应力均小于材料的屈服强度;各个疲劳工况下,该悬挂式单轨车体结构焊缝的疲劳应力范围均小于BS EN 1999-1-3 Eurocode 9标准规定的疲劳极限;白车身和整备状态下的车体一阶垂弯频率均大于10Hz。该悬挂式单轨车体结构静强度、疲劳强度和模态满足设计要求。 展开更多
关键词 悬挂式单轨 Eurocode 3 有限元 疲劳寿命
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欧洲结构规范与欧洲土建标准体系 认领 引用 被引量：5
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作者 余顺新 《中外公路》 北大核心 2012年第2期145-151,共7页
欧洲结构规范Eurocodes是工程建设领域中极具影响力和权威性的一套区域性国际标准,自2010年4月1日起作为欧盟的法定标准在各成员国及其殖民地地区得到了广泛的应用。该文简要介绍了欧洲土建标准的体系架构,列举了与Eurocodes相关的土建... 欧洲结构规范Eurocodes是工程建设领域中极具影响力和权威性的一套区域性国际标准,自2010年4月1日起作为欧盟的法定标准在各成员国及其殖民地地区得到了广泛的应用。该文简要介绍了欧洲土建标准的体系架构,列举了与Eurocodes相关的土建领域常用的欧洲标准及ISO国际标准,以便于从事国外土建工程设计与施工的专业人员更好地理解、掌握和运用欧洲结构规范。 展开更多
关键词 欧洲标准EN 欧洲结构规范Eurocodes 欧洲标准化委员会CEN 建筑产品指令CPD 欧洲技术认证ETA
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