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Asce-Asme Journal of Risk and Uncertainty in Engineering Systems Part A-Civil Engineering最新文献

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Dynamic Modeling for Analyzing Cost Overrun Risks in Residential Projects 住宅项目成本超支风险的动态建模分析
IF 2.5 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2022-09-01 DOI: 10.1061/ajrua6.0001262
Ghada Taha, A. Sherif, Mohamed Alfateh Badawy
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引用次数: 0
A Probabilistic Risk Assessment Approach for Surface Settlement Caused by Metro Tunnel Construction Using Credal Network 基于凭据网络的地铁隧道施工地表沉降概率风险评估方法
IF 2.5 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2022-09-01 DOI: 10.1061/ajrua6.0001250
Xinyue Lu, K. Phoon, Cheng-shun Xu, Xiu-li Du, Chong Tang
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引用次数: 1
Toward Responsible Design of Low-Carbon Buildings: From Concept to Engineering 走向负责任的低碳建筑设计:从概念到工程
IF 2.5 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2022-06-01 DOI: 10.1061/ajrua6.0001216
Balaji Kalluri, S. Chockalingam, U. Alibrandi, Ashan Senel Asmone, Sumanth Manthapuri
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引用次数: 0
Physically Driven Exact Dimension Reduction of a Class of Nonlinear Multidimensional Systems Subjected to Additive White Noise 一类受加性白噪声影响的非线性多维系统的物理驱动精确降维
IF 2.5 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2022-06-01 DOI: 10.1061/ajrua6.0001229
Tingting Sun, Jianbing Chen
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引用次数: 7
Investigating the Impacts of Economic Factors on Recovery to Further Develop Hurricane Resilience Model for Residential Homes 调查经济因素对灾后恢复的影响,进一步发展住宅的飓风恢复力模型
IF 2.5 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2022-06-01 DOI: 10.1061/ajrua6.0001228
U. Clark, J. Ahn, Sarah K. Bauer
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引用次数: 0
Measurement Approach to Develop Flood-Based Damage Fragilities for Residential Buildings Following Repeat Inundation Events 重复淹没事件后住宅建筑洪水破坏脆弱性的测量方法
IF 2.5 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2022-06-01 DOI: 10.1061/ajrua6.0001219
P. Shane Crawford, J. Mitrani‐Reiser, E. Sutley, T. Do, Tori Tomiczek, Omar M. Nofal, J. Weigand, M. Watson, J. W. van de Lindt, A. Graettinger
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引用次数: 2
Production Capacity Insurance Considering Reliability, Availability, and Maintainability Analysis 考虑可靠性、可用性和可维护性分析的产能保险
IF 2.5 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2022-06-01 DOI: 10.1061/ajrua6.0001233
Amin Moniri-Morad, M. Pourgol-Mohammad, H. Aghababaei, J. Sattarvand
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引用次数: 2
Risk-Based Optimal Life-Cycle Maintenance Strategy for Bridge Networks Considering Stochastic User Equilibrium 考虑随机用户均衡的基于风险的桥梁网络最优生命周期维护策略
IF 2.5 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2022-06-01 DOI: 10.1061/ajrua6.0001222
Xu Han, D. Frangopol
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引用次数: 4
Proposed Empirical Approach to Measuring Traffic String Stability 提出一种测量流量串稳定性的经验方法
IF 2.5 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2022-06-01 DOI: 10.1061/ajrua6.0001227
Narayana Raju, Shubham Patil, S. Arkatkar, S. Easa
: This study originated with the intent of qualifying traffic string stability from empirical observations. A new responsiveness angle measure was developed to assess driver instincts under vehicle-following conditions. In this measure, the degree of the follower vehicle ’ s attention towards its leader vehicle ’ s actions is quantified. In understanding string stability in the traffic stream and assessing the propagation of disturbances, the newly conceptualized measure was used along with a discrete Fourier transform to measure the frequencies associated with responsiveness angle sequences. In this transform, a higher frequency of the angle depicts unstable conditions and vice versa. In assessing string stability from the empirical observations, vehicular trajectory data were developed from three study sections. Two study sections tended to have homogeneous lane-wise traffic, whereas the third section had mixed (heterogeneous) traffic. The results of the string stability analysis over the study sections showed that string stability varied with the change in traffic flow conditions, road geometries, and traffic flow type. In the case of free-flow conditions, the traffic streams were found to be stable with marginal disturbances in the responsiveness angle. From the analysis, it was observed that, in the case of study Section 3, around 26 instances of the stream were extremely unstable conditions (frequency equal to 10). For study Sections 1 and 2, the traffic stream was unsteady for 4 and 13 instances, respectively. However, as the traffic flow level rose, string stability deteriorated. This study demonstrated a novel approach to analyzing string stability based on actual traffic conditions that can be implemented in real time for traffic stream monitoring. DOI: 10.1061/AJRUA6.0001227. © 2022 American Society of Civil Engineers.
本研究的目的是根据经验观察来确定流量字符串的稳定性。提出了一种新的反应角测量方法来评估车辆跟随条件下驾驶员的本能。该方法量化了跟随车辆对领头车辆行为的关注程度。为了理解交通流中的串稳定性并评估干扰的传播,新概念的测量与离散傅立叶变换一起用于测量与响应角序列相关的频率。在这个变换中,较高频率的角度表示不稳定的条件,反之亦然。在根据经验观察评估管柱稳定性时,从三个研究部分开发了飞行器轨迹数据。两个研究路段倾向于具有均匀的车道交通,而第三个路段具有混合(异构)交通。研究路段管柱稳定性分析结果表明,管柱稳定性随交通流条件、道路几何形状和交通流类型的变化而变化。在自由流条件下,交通流是稳定的,响应角存在边际扰动。从分析中可以观察到,在研究第3节的情况下,大约有26个实例的流是极不稳定的条件(频率等于10)。在研究路段1和路段2中,分别有4个和13个实例的交通流不稳定。然而,随着交通流量的增加,管柱稳定性变差。该研究展示了一种基于实际交通条件分析管柱稳定性的新方法,该方法可以实时实现交通流监控。DOI: 10.1061 / AJRUA6.0001227。©2022美国土木工程师学会。
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引用次数: 0
Data Normalization and Anomaly Detection in a Steel Plate-Girder Bridge Using LSTM 基于LSTM的钢板梁桥数据归一化及异常检测
IF 2.5 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2022-03-01 DOI: 10.1061/ajrua6.0001203
Wen-Jie Jiang, Chul‐Woo Kim, Y. Goi, Feng‐Liang Zhang
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引用次数: 5
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Asce-Asme Journal of Risk and Uncertainty in Engineering Systems Part A-Civil Engineering
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