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Reducing Social Media Attention Inequality in Disasters: The Role of Official Media During Rainstorm Disasters in China

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International Journal of Disaster Risk Science 2024年第3期15卷 388-403页

作者： Longfei Zheng Lei Chen Fenjie Long Jianing Liu Lei Li School of Geography Faculty of Geographical Science Beijing Normal University Hang Lung Center for Real Estate and department of construction management Tsinghua University

Unequal social media attention can lead to potentially uneven distribution of disaster-relief funds, resulting in long-term inequality among regions after disasters. This study aimed to measure inequalities in social media attention to regions during disasters and explore the role of official media in reducing such inequality. This is performed by employing social media,official media, and official aggregated statistics regarding China's rainstorm disasters. Through a set of panel-data regressions and robustness tests, three main conclusions were drawn:(1) There were inequalities among regions regarding social media attention they received during rainstorm disasters. For disasters of the same magnitude, regions with low economic outcome per capita received less attention on social media.(2) Official media can reduce inequality in social media attention during disasters. Official media statements can encourage netizens to pay attention to disaster-stricken areas, and especially the overlooked underdeveloped areas.(3) Of all the measures taken by official media, timely, accurate, and open disclosure of disaster occurrences proved to be the most potent means of leveling the playing field in terms of social media attention;contrarily, promotional or booster-type messages proved futile in this regard. These findings revealed the vulnerabilities within social media landscapes that aff ect disaster relief response, shedding light on the role of official guidance in mitigating inequalities in social media attention during such crises. Our study advises social media stakeholders and policymakers on formulating more equitable crisis communication strategies to bridge the gap in social media attention and foster a more balanced and just relief process.

关键词： China, inequality of attention Official media Rainstorm disasters Situational crisis communication theory Social media

Technical review of electric vehicle charging distribution models with considering driver behaviors impacts

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Journal of Traffic and Transportation Engineering(English Edition) 2024年第4期11卷 643-666页

作者： Wei Lin Heng Wei Lan Yang Xiangmo Zhao ART-Engine S Transportation Research Laboratory Department of Civil and Architectural Engineering and Construction Management University of Cincinnati School of Information Engineering Chang'an University

A massive market penetration of electric vehicles(EVs) associated with nonnegligible energy consumption and environmental issues has imposed a big challenge on evaluating electrical power distribution and related transportation facilities improvement in response to the largescale EV charging service need. Strategical deployment of EV charging stations including location and determination of number of slow charging stations and fast charging stations has become an emerging concern and one of the most pressing needs in planning. This paper conducts a comprehensive survey of EV charging demand and distribution models with consideration of realistic driver behaviors impacts. This is currently a shortage in academic literature, but indeed has drawn practical attention in the strategic planning process. To address the need, this paper presents an in-depth literature review of relevant studies that have identified different types of EV charging facilities, needs or concerns that are considered into EV charging demand and distribution modeling, alongside critical impacting factor identification, mathematical relationships of the contributing factors and EV charging demand and distribution modeling. Key findings from the current literature are summarized with strategies for optimized plan of charging station deployments(i.e., location and related number of charging station), in an attempt to provide a valuable reference for interested readers.

关键词： Charging demand estimation Strategic charging station deployment Electric vehicle Driver behavior

A taxonomy of built asset information coupling

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Frontiers of Engineering management 2024年第2期11卷 247-268页

作者： Saman DAVARI Erik POIRIER department of construction Engineering Ecole de technologie superieureMontreal H3C 1K3Canada

The digital transformation of the built asset industry is moving toward closer integration of physical and digital assets and *** the framework of Cyber-Physical Systems(CPSs)and Digital Twins(DTs),an increasing number of studies focus on the technical aspects of CPS and ***,a unified framework describing the dimensions and characteristics essential for integrating lifecycle information remains *** leverage these concepts effectively,it is necessary to develop new frameworks to classify and put into relationship various components that comprise the lifecycle information integration of physical and digital assets and *** paper addresses these gaps by proposing a taxonomy of Built Asset Lifecycle Information Couples,which outlines the dimensions and characteristics crucial for the lifecycle information integration of built assets and *** proposed taxonomy contributes to the efforts aimed at organizing the knowledge domain of lifecycle information management in the built environment.

关键词： asset coupling taxonomy digitalization lifecycle information management built environment

Assessment of highway slope failure using neural networks

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Journal of Zhejiang University-Science A(Applied Physics & Engineering) 2009年第1期10卷 101-108页

作者： Tsung-lin LEE Hung-ming LIN Yuh-pin LU 1department of construction and facility management department of Resource and Environment Leader University

An artificial intelligence technique of back-propagation neural networks is used to assess the slope ***-site slope failure data from the South Cross-Island Highway in southern Taiwan are used to test the performance of the neural network *** numerical results demonstrate the effectiveness of artificial neural networks in the evaluation of slope failure potential based on five major factors,such as the slope gradient angle,the slope height,the cumulative precipitation,daily rainfall and strength of materials.

关键词： Neural network Prediction Highway Slope failure

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Topographic seismic effects and avalanche hazard:A case study of Mount Siella(L’Aquila,Central Italy)

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Journal of Mountain Science 2024年第2期21卷 662-675页

作者： Ferdinando TOTANI department of Civil construction-Architecture and Environmental Engineering University of L’AquilaL'Aquila 67100Italy

In mountainous areas,snow avalanches could be triggered by the shaking produced by *** forces induced by the earthquake can cause an irregular increase of shear strength load down the slope,for the presence of complex surface and buried *** irregularities generate maximum effects of waves amplification linked to wavelengths comparable to the horizontal dimension of the topographic *** this reason,the selected time-histories represent an appropriate input for the two-dimensional numerical response analyses when a dynamic phenomenon produce the resonant motion of a whole *** represents an important earthquake-induced hazard in snow-covered mountain areas with high probability of seismic *** valleys are located in regions with scare ground motion data and investments on infrastructures are not always accompanied by adequate protection against earthquake-induced *** paper points out a simple deterministic approach for selecting a set of real accelerograms applied to a real case of Siella Mountain(Central Italy)where a large avalanche destroying a tourist facility of Rigopiano resort on 18 January *** selected time histories were used as input for the two-dimensional numerical model of the subsoil to evaluate the topographic seismic amplification in ridge and compare it with the results of other *** methods suggest that morphology-related inertial effects should be considered as an overload action on snow layers when controlling multi-hazard studies and spatial planning.

关键词： Real accelerograms selection Deterministic approach Topographic amplification Avalanche induced by earthquake 2D seismic response.

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New roles of research data infrastructure in research paradigm evolution

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Journal of Data and Information Science 2024年第2期9卷 104-119页

作者： Yizhan Li Lu Dong Xiaoxiao Fan Ren Wei Shijie Guo Wenzhen Ma Zexia Li National Library Science Chinese Academy of SciencesBeijing 100190China department of Information Resources management School of Economics and ManagementUniversity of Chinese Academy of SciencesBeijing100190China Bureau of facility Support and Budget Chinese Academy of SciencesBeijing 100864China

Research data infrastructures form the cornerstone in both cyber and physical spaces,driving the progression of the data-intensive scientific research *** opinion paper presents an overview of global research data infrastructure,drawing insights from national roadmaps and strategic documents related to research data *** emphasizes the pivotal role of research data infrastructures by delineating four new missions aimed at positioning them at the core of the current scientific research and communication *** four new missions of research data infrastructures are:(1)as a pioneer,to transcend the disciplinary border and address complex,cutting-edge scientific and social challenges with problem-and data-oriented insights;(2)as an architect,to establish a digital,intelligent,flexible research and knowledge services environment;(3)as a platform,to foster the high-end academic communication;(4)as a coordinator,to balance scientific openness with ethics needs.

关键词： Research data infrastructure Landscape Data-centric Problem-oriented

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Numerical Simulation-Based Analysis of the Impact of Overloading on Segmentally Assembled Bridges

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Structural Durability & Health Monitoring 2024年第5期18卷 663-681页

作者： Donghui Ma Wenqi Wu Yuan Li Lun Zhao Yingchun Cai Pan Guo Shaolin Yang Shanghai Urban construction and Maintenance management Co. Ltd.Shanghai200023China School of Water Conservancy and Transportation Zhengzhou UniversityZhengzhou450001China

Segmentally assembled bridges are increasinglyﬁnding engineering applications in recent years due to their unique advantages,especially as urban *** loads are one of the most important variable loads acting on bridge ***,the inﬂuence of overloaded vehicles on existing assembled bridge structures is an urgent concern at *** paper establishes theﬁnite element model of the segmentally assembled bridge based on ABAQUS software and analyzes the inﬂuence of vehicle overload on an assembled girder bridge ***,aﬁnite element model corresponding to the target bridge is established based on ABAQUS software,and the load is controlled to simulate vehicle movement in each area of the traveling zone at different ***-ond,the key cross-sections of segmental girder bridges are monitored in real time based on the force character-istics of continuous girder bridges,and they are compared with the simulation ***,a material damage ontology model is introduced,and the structural damage caused by different overloading rates is compared and *** show that theﬁnite element modeling method is accurate by comparing with on-site measured data,and it is suitable for the numerical simulation of segmental girder bridges;Dynamic sensors installed at 1/4L,1/2L,and 3/4L of the segmental girder main beams could be used to identify the dynamic response of segmental girder bridges;The bottom plate of the segmental girder bridge is mostly damaged at the position where the length of the precast beam section changes and the midspan *** the increase in load,damage in the direction of the bridge develops faster than that in the direction of the transverse ***ﬁndings of this study can guide maintenance departments in the management and maintenance of bridges and vehicles.

关键词： Segmentally assembled bridge dynamic response moving loads overloading structural damage ﬁnite element analysis

Deformation and stability of the seawall,considering the strength uncertainty of cement mixing piles

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Journal of Zhejiang University-Science A(Applied Physics & Engineering) 2024年第6期25卷 483-501页

作者： Yuansheng YU Lingling LI Xiangmiao KONG Chengyuan LI Zhen GUO Key Laboratory of Offshore Geotechnics and Material of Zhejiang Province College of Civil Engineering and ArchitectureZhejiang UniversityHangzhou310058China Hainan Institute Zhejiang UniversitySanya572000China Ninghai Highway and Transportation management Center Ningbo315600China Ninghai Traffic Engineering construction management Institute Ningbo315600China

The cement mixing (CM) pile is a common method of improving soft offshore ground. The strength growth of CM piles under complex conditions is affected by many factors, especially the cement and moisture contents, and shows significant uncertainty. To investigate the stochasticity of the early strength of CM piles and its impact on the displacement and stability of a seawall, a series of laboratory tests and numerical analyses were carried out in this study. Vane shear tests were conducted on the cement-solidified soil to determine the relationships between the undrained shear strength s_(u) of the cement soil curing in the seawater and the cement content a_(c), as well as the in situ soil moisture content w. It can be inferred that the 24 h undrained shear strength follows a normal distribution. A numerical model considering the random CM pile strength was established to investigate the deformation of the seawall. Due to the uncertainty of CM pile strength, the displacement of the seawall demonstrates a certain discreteness. The decrease of the mean undrained shear strength of CM piles causes a corresponding increase in the average displacement of the seawall. When the mean strength of CM piles is lower than a certain threshold, there is a risk of instability. Furthermore, the heterogeneity of the strength within an individual CM pile also has an impact on seawall displacement. Attention should be paid to the uncertainty of CM pile strength to control displacement and stability.

关键词： construction uncertainty Cement mixing(CM)pile Strength of cement soil Seawall stability Random finite element method(RFEM) Monte Carlo simulation(MCS)

Non-Existence of Entire Solution of a Type of System of Equations

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Journal of Mathematical Research with Applications 2024年第2期44卷 213-224页

作者： Zhiwei ZHOU Ying ZHANG Zhigang HUANG School of Mathematics Suzhou University of Science and Technology Information construction and management Center Suzhou University of Science and Technology

In this paper, we will prove that the system of differential-difference equations■ has no transcendental entire solution(f(z), g(z)) with ρ(f, g) < ∞ such that λ(f) < ρ(f) andλ(g) < ρ(g), where P1(z), Q1(z), P2... 详细信息

In this paper, we will prove that the system of differential-difference equations■ has no transcendental entire solution(f(z), g(z)) with ρ(f, g) 1(z), Q1(z), P2(z) and Q2(z) are non-vanishing polynomials.

关键词： transcendental entire function finite order system of differential-difference equations