Market capitalization shock effects on open innovation models in e‑commerce:golden cut q‑rung orthopair fuzzy multicriteria decision‑making analysis

This research paper analyzes revenue trends in e-commerce,a sector with an annual sales volume of more than 340 billion dollars.The article evaluates,despite a scarcity of data,the effects on e-commerce development of the ubiquitous lockdowns and restriction measures introduced by most countries during the pandemic period.The analysis covers monthly data from January 1996 to February 2021.The research paper analyzes relative changes in the original time series through the autocorrelation function.The objects of this analysis are Amazon and Alibaba,as they are benchmarks in the e-commerce industry.This paper tests the shock effect on the e-commerce companies Alibaba in China and Amazon in the USA,concluding that it is weaker for companies with small market capitalizations.As a result,the effect on estimated e-trade volume in the USA was approximately 35%in 2020.Another evaluation considers fuzzy decision-making methodology.For this purpose,balanced scorecard-based open financial innovation models for the e-commerce industry are weighted with multistepwise weight assessment ratio analysis based on q-rung orthopair fuzzy sets and the golden cut.Within this framework,a detailed analysis of competitors should be made.The paper proves that this situation positively affects the development of successful financial innovation models for the e-commerce industry.Therefore,it may be possible to attract greater attention from e-commerce companies for these financial innovation products.

Cutting-edge Technological Innovation Outcome Displayed at 2024 Beijing Science and Technology Week

The 2024 National Science and Technology Week and Beijing Science and Technology Week opened in Shougang Park in Shijingshan District from May 25 to June 1.Under the theme of“Carrying forward the spirit of scientists and inspiring societal innovation,”this event focused on the new-generation IT technology,medical health,energy and technology,modern agriculture and intelligent manufacturing industries.

Groundwater impact of open cut coal mine and an assessment methodology:A case study in NSW

Large scale open cut coal mining operations have significant impacts to groundwater in surrounding areas in both active and post-mining phases. The prediction of water inflows into a surface mine excavation is one of the many components involved in mine design phase. Groundwater performance also reacts to mining activities from the operational, economic and safety implications perspective. Under NSW planning legislation, as part of the comprehensive risk assessment, a groundwater impact assessment has to be conducted for a coal project to predict and mitigate the impacts in consideration of the government requirements. In this paper, the groundwater assessment modelling of mine pits was discussed in predicting of groundwater inflows and reviewing analytical and numerical approaches. A methodology of groundwater impact assessment for an open cut mine in NSW with a three-dimensional groundwater flow model Modflow Surfact demonstrated its functions in simulating the project's impacts on the groundwater regime. The key findings with mitigations are discussed and recommended in the paper to reduce impacts on groundwater and fulfil regulation requirements in NSW.

Risk management in open cut coal mines

There are a number of geotechnical systems used at open cut operations of Anglo American's Metallurgical Coal business unit in Australia. These systems are mainly mine site specific, based on geological information and used as hazard plans. They are qualitative and reliant upon the experienced judgement of site based engineers and the general workforce. They are not suitable for calculating the associated risks of geological structures and mining responses. A uniform risk rating system that can be used to provide an unbiased, standard and quantifiable assessment of the risk from highwall and lowwall failures is therefore developed using the experience gained with such systems in Anglo American's South African operations. This system is a semi-quantitative risk rating system and takes into account the relative differences in the importance of hazards as experienced at each mine site as a result of different combinations of geotechnical factors and mining conditions. It is based on critical geotechnical and other parameters that have been identified by site mining engineers, geologists and geotechnical engineers. The primary advantage of this risk rating system is that all open cut mines in the Anglo American's Metallurgical Coal operations use a near identical system, which enables the user to compare the risk after each blast and with other mines. The system can be adjusted to meet local mine specific requirements. The implementation of this system, a computer program that automatically calculates the risks and recommends predetermined controls, has been made as practical and as easy to use as possible. This program can be used by personnel from other mining disciplines not directly related to geotechnical engineering.

Risk identification and risk mitigation during metro station construction by enlarging shield tunnel combined with cut-and-cover method

Constructing a metro station by enlarging shield tunnels combined with a mining/cut-and-cover method provides a new method to solve the contradictions of construction time limits of shield tunnels and stations. As a new-style construction method, there are several specific risks involved in the construction process. Based on the test section of Sanyuanqiao station on Beijing metro line 10, and combined with the existing methods of risk identification at present, including a review of world-wide operational experience of similar projects, the study of generic guidance on hazards associated with the type of work being undertaken, and discussions with qualified and experienced staff from the project team, etc., the specific risks during the construction process of the metro station constructed by enlarging shield tunnels combined with the cut-and-cover method are identified. The results show that the specific risks mainly come from three construction processes which include constructing upper enclosure structures, excavating the soil between shield tunnels and demolishing shield segments. Then relevant risk mitigation measures are put forward. The results can provide references for scheme improvement and a comprehensive risk assessment of the new-style construction method.

OPTIMIZATION OF CUT-OFF GRADE IN OPEN-PIT BASED ON CONTROL THEORY

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Physiological Dynamics and Transcriptomic Analysis of Cut Roses‘Carola’Treated with KNO_(3)

The consumption of cut roses(Rosa hybrida)has always ranked first in the world.However,it is vulnerable to rapid petal and leaf wilting due to leaf stomatal water loss,which seriously affects its ornamental quality and economic value.Stomatal movement,a key in plant physiological processes,is influenced by potassium and nitrate.Advancing comprehension of its physiological and molecular mechanism holds promise for preserving the freshness of cut roses.This study observed the impacts of different concentrations of KNO_(3) vase treatments on stomatal opening and water loss in cut rose‘Carola’leaves,as well as their transcriptional responses to KNO_(3).Water loss rates were influenced by KNO_(3) concentrations,with the 25 and 75 mmol/L treatments exhibiting the highest water loss rates.The stomatal aperture reached its widest value when treated with 75 mmol/L KNO_(3).Transcriptional sequencing analysis was performed to identify differentially expressed genes(DEGs)of which 5456 were up-regulated,and 6607 were down-regulated associated with photosynthesis,starch and sucrose metabolism,metabolic pathways,plant-pathogen interaction,plant hormone signal transduction,and related pathways.246 DEGs were selected related to response to KNO_(3) treatment,of which gene ontology(GO)enrichment were nitrate and terpenoid metabolism,ion transport,and response to stimuli.Further heatmap analysis revealed that several genes related to nitrate transport a metabolism,K+transport,vacuoles,and aquaporin were in close association with the response to KNO_(3) treatment.Weighted gene co-expression network analysis(WGCNA)revealed that hub genes,including LAX2,TSJT1,and SCPL34 were identified in turquoise,black,and darkgreen module.Transcription factors such as NAC021,CDF3,ERF053,ETR2,and ARF6 exhibited regulatory roles in the response to KNO_(3) treatment under light conditions.These findings provide valuable insights into the physiological and molecular mechanisms underlying the response of cut rose leaves to KNO_(3) treatment.

Fatigue Behavior of Open-Holed CFRP Laminates with Initially Cut Fibers

Carbon fiber-reinforced plastic (CFRP) laminates with initially cut fibers (ICFs) have good formability without large degradation of static strength;however, their fatigue behavior has not been investigated thus far. In this paper, we investigated fatigue behavior and damage progress of open-holed CFRP laminates with ICFs having interlayers. Three types of CFRP laminates were employed: a laminate without ICF fabricated using an autoclave (Continuous-A), a laminate with ICF fabricated using an autoclave (ICF-A) and a laminate with ICF fabricated using press molding (ICF-P). First, fatigue test was conducted to obtain S (maximum stress)-N (the number of cycles to failure) curves in order to reveal fatigue strength. The fatigue tests for several specimens were interrupted at three prescribed numbers of cycles to observe damage progress. It is found that the Continuous-A laminate shows little strength degradation in the S-N curve while fatigue strength in both ICF laminates is decreased by approximately 30% at N of 106. In contrast, the damage progress of the ICF-P laminate is the least among the three laminates while the delamination progress at both edges and around the hole in the Continuous-A laminate is the most prominent.

分段管廊装载供水管道穿越地裂缝适宜性研究

在活动地裂缝影响下,供水管道拉裂、错断现象时有发生,并引发严重的次生灾害。本文以西安市西南郊水厂拟建球墨铸铁管道穿越地裂缝为工程背景,建立管道45°穿越活动地裂缝的数值模型,分析地裂缝影响下管道的内力响应与变形特征,结果表明:地裂缝作用会使管道接口偏转角过大而导致其防水失效。因此提出一种分段管廊装载供水管道穿越地裂缝的方法,建立分段管廊装载供水管道穿越地裂缝的数值模型,分析管道与管廊通缝、错缝两种工况、不同分段管廊长度、不同地裂缝位置、不同穿越角度下管廊与管道的内力响应与变形特征。得出管廊装载管道穿越地裂缝的最佳方案为管道与管廊通缝布设,采用单节长度为18 m的分段管廊,使地裂缝位于管廊的2/3处,并尽量以小角度穿越地裂缝。研究成果对城市供水管道穿越活动地裂缝的工程建设与灾害防治具有实际意义。

基于网络开放数据的区域消防救援总体有效覆盖率评估

高效准确地掌握消防救援有效覆盖率是优化消防站点资源配置的前提。将判断是否有效覆盖的消防救援行程时间阈值定为240 s,建立了基于时间加权的区域消防救援总体有效覆盖率评估模型。基于网络开放数据收集了长沙的50座消防站作为消防救援供给点、5746家被抽查到的社会单位作为消防救援需求点,并调用网络地图应用程序编程接口基于实时路况来仿真消防救援行程时间。在连续7 d内设置197个评估场景,共获得了1131962个有效样本,进而得出:长沙消防救援总体有效覆盖率为21.22%,结果等级为“C”,消防救援水平一般,需加强消防站建设。这种基于网络开放数据的区域消防救援有效覆盖率评估,具备高效和准确的特点,可为优化消防站点资源配置、提升公共安全水平提供关键理论和方法支撑。

深覆土梯形拱明洞静力特性及卸荷效果

为研究深覆土条件下梯形拱结构–填土相互作用对周围土压力的影响机制和卸荷机理,明确梯形拱明洞相较于传统矩形明洞的优势,采用室内模型试验和数值模拟相结合的方法,对深覆土梯形拱明洞静力特性及卸荷效果进行分析。结果表明:无减载时,梯形拱明洞两侧回填土沉降大于上方回填土沉降,两侧回填土土压力向明洞上方转移,土压力随着填土高度的增大而增大,基本呈线性变化趋势;减载时,明洞上方回填土沉降大于两侧回填土沉降,回填土内部产生土拱效应,明洞上方回填土土压力向两侧转移,铺设减载层不会改变深覆土明洞结构受力分布,但会极大地减小其内力及变形,并提高结构安全系数;减载后,梯形拱明洞的最大轴力、最大正弯矩和最大负弯矩分别减少17.5%、34.1%、29.9%,最大变形减小32.9%。矩形和梯形两种截面形式下明洞的最大轴力均出现在中隔墙底部,最大正弯矩、最小安全系数和最大变形均出现在顶板中央位置;铺设减载层后两种截面形式拱明洞最小安全系数分别增大42.6%和100.0%,梯形拱明洞安全系数提高的比例更大,效果更显著。该研究可为深覆土梯形拱明洞结构的设计和施工提供理论指导和技术支持。

有变形缝工况下地铁左右线盾构并行下穿对既有明挖公路隧道变形及应力的影响

[目的]为确保有变形缝工况下地铁盾构隧道并行下穿既有明挖公路隧道工程的顺利实施,须对该工况下既有明挖公路隧道的变形情况及应力特征进行分析。[方法]建立了济南济泺路下穿黄河隧道工程中市域轨道交通S2线左右线盾构隧道并行下穿既有明挖公路隧道的精细化模型,分析了既有明挖公路隧道车道结构底板的z向(竖向)沉降、x向(水平向)位移及车道结构底板的应力变化情况。选取有无变形缝2种工况,对2个施工步完成后测线的x向位移和z向沉降变化情况进行对比。进一步选取工程中的2号变形缝,分析施工过程中2号变形缝两侧的结构沉降差和变形缝的应力状态发展历程。[结果及结论]与无变形缝工况相比,有变形缝工况降低了既有明挖公路隧道结构的整体性,改变了其变形及受力特征;变形缝始终受到拉应力及剪应力的影响;有变形缝工况下,变形缝两侧沉降随地铁盾构掘进呈现出明显的变化,地铁盾构掘进至该变形缝正下方时,沉降达到最大值。

公路明挖隧道近接穿越地铁高架桥跨段稳定性分析

结合无锡至太仓高速公路惠山新城隧道工程穿越无锡地铁1号线高架桥工程设计,研究公路明挖隧道近接穿越地铁高架桥跨时对高架稳定性的影响,结合相关工程资料进行分析,在此基础上对基坑围护进行设计,并根据基坑所处地理位置及工程地质情况,利用Midas GTSNX建立三维模型进行模拟,分析其位移及整体稳定性。

高速铁路预制装配式大跨度明洞衬砌地震响应的数值分析

结合某拟建高速铁路大跨度明洞穿越地层的工程地质和地貌,建立了地层与装配式明洞衬砌的三维有限元模型,并基于粘弹性人工边界,采用时程分析法研究了装配式大跨度明洞衬砌的地震响应,给出了装配式明洞衬砌受地震影响的薄弱部位。结果表明:在高烈度震区装配式明洞衬砌拱肩和拱脚部位以及管片接头处的应力和位移响应较大,是装配式明洞衬砌的薄弱部位,在结构设计时需加强此部位的配筋。此外,与EI波和汶川波相比,天津波对预制装配式明洞衬砌的影响较大。

基于开放海缆通信系统的海缆登陆站优化研究

国际互联网带宽的快速增长推动了海底光缆及海缆登陆站的加速建设需求。分析了我国内地海缆登陆站的当前布局及其在未来需求的不足,并结合开放海缆通信系统的发展趋势,研究了将海缆传输终端设备从传统的海缆登陆站转移到核心机房的技术和经济可行性。最后,在此基础上提出了海缆登陆站优化部署的建议。

中国服务贸易开放与制造业对外价值链关联

在理论阐释服务贸易开放影响中外双边价值链关联紧密度的基础上,利用中国制造业行业数据检验了影响效果及作用机制。研究发现:服务贸易开放程度的提高有利于促进中外价值链关联紧密度的提升,该结论经过一系列稳健性检验依然成立。机制检验发现,服务贸易开放主要通过贸易成本削减效应和技术创新效应影响双边价值链关联。异质性分析表明,服务贸易开放引致的价值链关联效应在低技术制造业行业、发展中国家中更为显著,并且表现出较强的“地理邻近性”特征,即与亚洲国家间的价值链关联效应更为突出。拓展分析发现,国家数字基础设施水平在服务贸易开放对中外双边价值链关联的促进效应中存在显著的正向调节作用。研究结论意味着推动服务业高水平开放、完善数字基础设施建设是推动我国制造业深度参与全球价值链分工,提升国际产业链竞争力的重要抓手。

基于OBE理念的水电站在线开放课程建设与教学研究

以OBE理念为指导,以成果为导向,以学生为中心,采用逆向设计、正向实施的方法,开展水电站课程在线开放课程建设理论与实践探索。根据水电站课程复杂性、实践性强的特点,提出线上与线下融合、课内知识与课外拓展融合、过程性评价与结果性评价相融合,构建“三融合”新型教学模式,并针对在线开放课程的建设与发展提出具体的实施方案。

南昌东站插接离缝式双曲铝板幕墙施工技术

南昌东站高架层候车厅外侧28个幕墙铝板开花柱造型,是南昌东站标志性建筑造型结构,全部由双曲异型铝板拼接组合而成,加工及施工难度高。针对该结构造型的龙骨、饰面及细部做法进行详细拆解剖析,通过全流程要点控制,最终实现高品质的外观效果。该工程在既有BIM技术支持下,充分挖掘提升联合下单潜力,有效指导双曲铝板加工、安装,以实现设计效果。同时,通过预焊接、装配式等措施方法,显著提升标准化模块复制施工效率,并保障施工效果整齐划一。预组装龙骨、插接离缝式铝板插接工艺、全异型石材柱脚等工艺做法均可为类似工程提供参考。

充填站荷载作用下露天坑边坡稳定性分析

某铁矿生态修复工程采用尾砂胶结固化方式对露天采坑进行回填,计划在露天坑周边建设充填站,为论证边坡及充填站安全可靠性,本文采用极限平衡分析和数值模拟方法,对充填站荷载作用下的边坡稳定性进行了计算分析。计算结果显示,该充填站所处的边坡在回填至-354 m时为基本稳定,在充填至-300 m工况下处于稳定状态,为确保边坡及充填站安全,建议加强该充填站所在区域边坡监测,确定所在区域边坡稳定前提下进行建设。