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Journal of Structural Engineering最新文献

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New Multiaxial Concrete Column Element with Adaptive Calibrated Constitutive Models 采用自适应校准构造模型的新型多轴混凝土柱单元
IF 4.1 3区 工程技术
Journal of Structural Engineering Pub Date : 2024-03-01 DOI: 10.1061/jsendh.steng-11824
R. Ghorbani, A. Suselo, A. Matamoros, W. Ghannoum
{"title":"New Multiaxial Concrete Column Element with Adaptive Calibrated Constitutive Models","authors":"R. Ghorbani, A. Suselo, A. Matamoros, W. Ghannoum","doi":"10.1061/jsendh.steng-11824","DOIUrl":"https://doi.org/10.1061/jsendh.steng-11824","url":null,"abstract":"","PeriodicalId":50036,"journal":{"name":"Journal of Structural Engineering","volume":null,"pages":null},"PeriodicalIF":4.1,"publicationDate":"2024-03-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140091711","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Seismic Resilience Enhancement of Irregular Space Structure Using Friction-Damped Self-Centering Tension Braces 利用摩擦阻尼自定心张力支撑增强不规则空间结构的抗震能力
IF 4.1 3区 工程技术
Journal of Structural Engineering Pub Date : 2024-03-01 DOI: 10.1061/jsendh.steng-13024
Tong Guo, Jishuai Wang, Xinqiang Ji, Liang-Long Song, Yong Sun, Yunwen Zhang
{"title":"Seismic Resilience Enhancement of Irregular Space Structure Using Friction-Damped Self-Centering Tension Braces","authors":"Tong Guo, Jishuai Wang, Xinqiang Ji, Liang-Long Song, Yong Sun, Yunwen Zhang","doi":"10.1061/jsendh.steng-13024","DOIUrl":"https://doi.org/10.1061/jsendh.steng-13024","url":null,"abstract":"","PeriodicalId":50036,"journal":{"name":"Journal of Structural Engineering","volume":null,"pages":null},"PeriodicalIF":4.1,"publicationDate":"2024-03-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140092614","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Deflection Control of an Active Beam String Structure Using a Hybrid Genetic Algorithm and Back-Propagation Neural Network 使用混合遗传算法和反向传播神经网络控制主动梁弦结构的挠度
IF 4.1 3区 工程技术
Journal of Structural Engineering Pub Date : 2024-03-01 DOI: 10.1061/jsendh.steng-12633
Yanbin Shen, Wucheng Xu, Xuanhe Zhang, Yueyang Wang, Xian Xu, Yaozhi Luo
{"title":"Deflection Control of an Active Beam String Structure Using a Hybrid Genetic Algorithm and Back-Propagation Neural Network","authors":"Yanbin Shen, Wucheng Xu, Xuanhe Zhang, Yueyang Wang, Xian Xu, Yaozhi Luo","doi":"10.1061/jsendh.steng-12633","DOIUrl":"https://doi.org/10.1061/jsendh.steng-12633","url":null,"abstract":"","PeriodicalId":50036,"journal":{"name":"Journal of Structural Engineering","volume":null,"pages":null},"PeriodicalIF":4.1,"publicationDate":"2024-03-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140083650","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Collapse Mechanism and Failure Criterion of Superlarge Cooling Tower under Tornado 龙卷风下超大型冷却塔的坍塌机理和失效标准
IF 4.1 3区 工程技术
Journal of Structural Engineering Pub Date : 2024-03-01 DOI: 10.1061/jsendh.steng-12838
Wenjie Li, S. Ke, Xu Chen, Lin Zhao, Yaojun Ge
{"title":"Collapse Mechanism and Failure Criterion of Superlarge Cooling Tower under Tornado","authors":"Wenjie Li, S. Ke, Xu Chen, Lin Zhao, Yaojun Ge","doi":"10.1061/jsendh.steng-12838","DOIUrl":"https://doi.org/10.1061/jsendh.steng-12838","url":null,"abstract":"","PeriodicalId":50036,"journal":{"name":"Journal of Structural Engineering","volume":null,"pages":null},"PeriodicalIF":4.1,"publicationDate":"2024-03-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140088221","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Design of Tuned Mass Damper Fluid Inerter for Wind-Induced Vibration Control of a Tall Building 设计用于高层建筑风致振动控制的调谐质量阻尼器流体感应器
IF 4.1 3区 工程技术
Journal of Structural Engineering Pub Date : 2024-03-01 DOI: 10.1061/jsendh.steng-12599
Saptarshi Sarkar, B. Fitzgerald
{"title":"Design of Tuned Mass Damper Fluid Inerter for Wind-Induced Vibration Control of a Tall Building","authors":"Saptarshi Sarkar, B. Fitzgerald","doi":"10.1061/jsendh.steng-12599","DOIUrl":"https://doi.org/10.1061/jsendh.steng-12599","url":null,"abstract":"","PeriodicalId":50036,"journal":{"name":"Journal of Structural Engineering","volume":null,"pages":null},"PeriodicalIF":4.1,"publicationDate":"2024-03-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140090306","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Failure Modes and Bearing Capacity of High-Strength–Steel-Bearing-Type Bolted Connections 高强度钢承载型螺栓连接的失效模式和承载能力
IF 4.1 3区 工程技术
Journal of Structural Engineering Pub Date : 2024-03-01 DOI: 10.1061/jsendh.steng-12814
Jin Di, Bowen Xiao, Yongqing Li, Yi Su, Qian Zhang
{"title":"Failure Modes and Bearing Capacity of High-Strength–Steel-Bearing-Type Bolted Connections","authors":"Jin Di, Bowen Xiao, Yongqing Li, Yi Su, Qian Zhang","doi":"10.1061/jsendh.steng-12814","DOIUrl":"https://doi.org/10.1061/jsendh.steng-12814","url":null,"abstract":"","PeriodicalId":50036,"journal":{"name":"Journal of Structural Engineering","volume":null,"pages":null},"PeriodicalIF":4.1,"publicationDate":"2024-03-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140083565","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Experimental Investigation of Damage and Failure Modes in Stirrupless Reinforced Concrete Beams under Varied Thermal-Mechanical Loadings 无箍筋钢筋混凝土梁在不同热力-机械荷载作用下的损伤和破坏模式实验研究
IF 4.1 3区 工程技术
Journal of Structural Engineering Pub Date : 2024-03-01 DOI: 10.1061/jsendh.steng-12990
Hao Zhou, Xiuquan Tian, Yu-Shuang Wang, Hai-Lin Lin, Hong-Hao Chen
{"title":"Experimental Investigation of Damage and Failure Modes in Stirrupless Reinforced Concrete Beams under Varied Thermal-Mechanical Loadings","authors":"Hao Zhou, Xiuquan Tian, Yu-Shuang Wang, Hai-Lin Lin, Hong-Hao Chen","doi":"10.1061/jsendh.steng-12990","DOIUrl":"https://doi.org/10.1061/jsendh.steng-12990","url":null,"abstract":"","PeriodicalId":50036,"journal":{"name":"Journal of Structural Engineering","volume":null,"pages":null},"PeriodicalIF":4.1,"publicationDate":"2024-03-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140087079","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Exact Sensitivity of Nonlinear Dynamic Response with Modal and Rayleigh Damping Formulated with the Tangent Stiffness 用切线刚度计算模态和瑞利阻尼非线性动态响应的精确灵敏度
IF 4.1 3区 工程技术
Journal of Structural Engineering Pub Date : 2024-03-01 DOI: 10.1061/jsendh.steng-12604
T. Haukaas
{"title":"Exact Sensitivity of Nonlinear Dynamic Response with Modal and Rayleigh Damping Formulated with the Tangent Stiffness","authors":"T. Haukaas","doi":"10.1061/jsendh.steng-12604","DOIUrl":"https://doi.org/10.1061/jsendh.steng-12604","url":null,"abstract":": Derivatives of nonlinear dynamic response are calculated in an exact and efficient manner with respect to material, geometry, mass, and damping parameters. Developments are presented for the Rayleigh and modal damping options that use the updated tangent stiffness. The calculation of exact response sensitivities for those options requires the calculation of derivatives of eigenvalues and eigenvectors; it is also shown that the third-order tensor formed by the derivative of the stiffness matrix with respect to the displacement vector is needed. That tensor, which amends the coefficient matrix of the system of equations that governs the response sensitivities, is nonzero for materials with continuously varying stiffness. The Bouc – Wen material model exhibits that feature and is selected to demonstrate the developments. Correct differentiation and assembly at the material, section, and element levels are highlighted. The results, verified by finite difference, suggest that the sensitivity of the response is influenced by the choice of damping model, strongly for some parameters, particularly when higher modes contribute to the nonlinear structural behavior. DOI: 10.1061/JSENDH.STENG-12604. © 2024 American Society of Civil Engineers.","PeriodicalId":50036,"journal":{"name":"Journal of Structural Engineering","volume":null,"pages":null},"PeriodicalIF":4.1,"publicationDate":"2024-03-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140090187","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Equivalent Lateral Force Design Method for Longitudinal Buckling-Restrained Braces in Bidirectional Ductile Diaphragms 双向延性隔墙纵向屈曲约束支撑的等效侧向力设计方法
IF 4.1 3区 工程技术
Journal of Structural Engineering Pub Date : 2024-03-01 DOI: 10.1061/jsendh.steng-12846
Homero Carrion-Cabrera, Michel Bruneau
{"title":"Equivalent Lateral Force Design Method for Longitudinal Buckling-Restrained Braces in Bidirectional Ductile Diaphragms","authors":"Homero Carrion-Cabrera, Michel Bruneau","doi":"10.1061/jsendh.steng-12846","DOIUrl":"https://doi.org/10.1061/jsendh.steng-12846","url":null,"abstract":"","PeriodicalId":50036,"journal":{"name":"Journal of Structural Engineering","volume":null,"pages":null},"PeriodicalIF":4.1,"publicationDate":"2024-03-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140091614","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Experimental Testing of Tall Slender Masonry Walls with Different Rotational Base Stiffnesses 具有不同旋转基底刚度的高大纤细砌体墙的实验测试
IF 4.1 3区 工程技术
Journal of Structural Engineering Pub Date : 2024-03-01 DOI: 10.1061/jsendh.steng-12533
Alan Alonso, Rafael Gonzalez, Mahmoud Elsayed, Bennett Banting, Monica Guzman, Clayton Pettit, Yong Li, D. Tomlinson, C. Cruz-Noguez
{"title":"Experimental Testing of Tall Slender Masonry Walls with Different Rotational Base Stiffnesses","authors":"Alan Alonso, Rafael Gonzalez, Mahmoud Elsayed, Bennett Banting, Monica Guzman, Clayton Pettit, Yong Li, D. Tomlinson, C. Cruz-Noguez","doi":"10.1061/jsendh.steng-12533","DOIUrl":"https://doi.org/10.1061/jsendh.steng-12533","url":null,"abstract":"","PeriodicalId":50036,"journal":{"name":"Journal of Structural Engineering","volume":null,"pages":null},"PeriodicalIF":4.1,"publicationDate":"2024-03-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140087523","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
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