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Identifying Factors that Contribute to Severity of Construction Injuries using Logistic Regression Model 运用Logistic回归模型识别建筑损伤严重程度的影响因素
IF 1.3 4区 工程技术 Q4 ENGINEERING, CIVIL Pub Date : 2020-03-01 DOI: 10.18400/tekderg.470633
Özge A. Kale, S. Baradan
Consequently, majority of studies in occupational safety leaned towards describing accidents with the aid of surveys and d escriptive statistics. This study intends to fill this gap by using inferential statistics to identify the factors that contribute to severity of injuries. Subsequently, cooperation with Social Security Institute of Turkey was achieved and an extensive archival study was performed. The information acquired from open-ended questions in forms were reorganized to be identified as variables. Categorically identified data set were analyzed statistically by using binary logistic regression analyses. The findings of the study showed that work experience, accident type, unsafe condition, unsafe act have statistically significant influence on Injury Severity Score.
因此,大多数职业安全研究倾向于借助调查和描述性统计来描述事故。本研究旨在填补这一空白,利用推论统计来确定因素,有助于伤害的严重程度。后来,与土耳其社会保障研究所合作,进行了广泛的档案研究。从表格中开放性问题获得的信息被重新组织为变量。分类识别的数据集采用二元逻辑回归分析进行统计分析。研究结果表明,工作经历、事故类型、不安全状况、不安全行为对伤害严重程度评分有显著的影响。
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引用次数: 18
The Spatial Distribution of Liquefaction Susceptibility by Logistic Regression Model adapted for Adapazari, Turkey 基于Logistic回归模型的土耳其阿达帕扎里液化易感性空间分布
IF 1.3 4区 工程技术 Q4 ENGINEERING, CIVIL Pub Date : 2020-03-01 DOI: 10.18400/tekderg.445322
A. Mert, E. Arel, Akın Önalp
A logistic regression model has been developed for evaluation of soil liquefaction by the use of cone penetration test (CPTu, PCPT) on data collected from Adapazari, Turkey. The model inputs are the clean sand equivalent normalized cone tip resistance ( q c1N,cs ) and cyclic stress ratio corrected for moment magnitude of 7.5 earthquake ( CSR M=7.5 ) that was experienced in 1999. Liquefaction probabilities ( P L ) are obtained for each district of the city for which CPTu data is available with the proposed logistic regression model. Average liquefaction probabilities of the depth interval 0-6 m and coordinates (Longitude, Latitude) of CPT soundings were plotted to construct a liquefaction probability map by longitude and latitude. In order to show the effect of depth in liquefaction potential, the obtained liquefaction probability contours were reconstructed by dividing 0-6m depth into three narrow sublayers of 0-2m, 2-4m and 4-6m wherein liquefaction was observed during the earthquake. For each depth interval, liquefaction probabilities of the districts are compared with the observed liquefied and non-liquefied sites in the city after 1999 Adapazari Earthquake.
利用锥入试验(CPTu, PCPT)对土耳其阿达帕扎里收集的数据,建立了一个用于评估土壤液化的逻辑回归模型。模型输入为1999年经历的7.5级地震(CSR M=7.5)弯矩修正后的净砂等效归一化锥尖阻力(q c1N,cs)和循环应力比。利用提出的逻辑回归模型,获得了CPTu数据可用的城市每个地区的液化概率(pl)。绘制深度区间0 ~ 6 m的平均液化概率和CPT测深坐标(经纬度),构建经纬度液化概率图。为了显示深度对液化势的影响,将得到的液化概率等值线重构,将0-6m深度划分为0-2m、2-4m和4-6m三个窄子层,在地震中观测到液化。对于每个深度区间,将各区的液化概率与1999年阿达帕扎里地震后观测到的城市液化和非液化场址进行了比较。
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引用次数: 1
Factors Affecting the Capacity Utilization of Road Freight Transport in Turkey 影响土耳其公路货物运输能力利用的因素
IF 1.3 4区 工程技术 Q4 ENGINEERING, CIVIL Pub Date : 2020-03-01 DOI: 10.18400/tekderg.413807
Murat Özen, Muhammad Fayyaz, Hediye Tüydeş Yaman
Road freight accounts for the 89% of the inland freight transportation in Turkey. This study examined the factors affecting capacity utilization in Turkey with a specific focus on load factors and empty running. These two decisions, the load factor and the choice of running empty, are modelled jointly in a Heckman model. The model results showed that rigid and articulated trucks represent relatively different transport markets. Their age and the distance profile of the shipments affect the load factor and the probability of running empty. These effects are further examined for different commodity types and by testing different econometric specifications.
公路货运占土耳其内陆货运的89%。本研究考察了影响土耳其产能利用率的因素,特别关注了负荷因素和空载。负荷因子和空载选择这两种决策在Heckman模型中共同建模。模型结果表明,刚性和铰接卡车代表了相对不同的运输市场。它们的年龄和货物的距离分布会影响负载系数和空载概率。通过测试不同的计量经济规格,对不同的商品类型进一步检查这些影响。
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引用次数: 1
Time - Cost Relationships for Superstructure Projects in Turkey 土耳其上部结构工程的时间成本关系
IF 1.3 4区 工程技术 Q4 ENGINEERING, CIVIL Pub Date : 2020-03-01 DOI: 10.18400/tekderg.456761
M. Sönmez, S. Ü. Dikmen, R. Akbiyikli
The concept of time-cost relationship in construction projects was first introduced by Bromilow. Bromilow used the data of the superstructure projects completed in Australia in the creation of the proposed time-cost model (BTC model). The aim of this study is to determine the time-cost relationship of superstructure projects in Turkey. Time and cost data of superstructure projects completed between the years of 1999-2018 was used in the study. Data was grouped primarily on the basis of the intended use of buildings (individual buildings, educational buildings, hospitals, industrial buildings and social housing), and then time-cost relationships were separately determined for each group. In addition, the effects of the parameters such as exchange rates and the number of non-working days on the time-cost relationship were investigated statistically.
建筑项目中时间成本关系的概念最早由Bromlow提出。Bromlow在创建拟议的时间成本模型(BTC模型)时使用了在澳大利亚完成的上层建筑项目的数据。本研究的目的是确定土耳其上层建筑项目的时间成本关系。研究中使用了1999-2018年间完成的上部结构项目的时间和成本数据。数据主要根据建筑物的预期用途(单个建筑物、教育建筑物、医院、工业建筑物和社会住房)进行分组,然后分别确定每组的时间-成本关系。此外,还对汇率和非工作日数等参数对时间成本关系的影响进行了统计研究。
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引用次数: 4
Effects of Straits on Hydro-Thermal Performance of Small Bays 海峡对小海湾水热性能的影响
IF 1.3 4区 工程技术 Q4 ENGINEERING, CIVIL Pub Date : 2019-11-01 DOI: 10.18400/TEKDERG.467567
A. M. Ger
The heated surface jet discharged into a bay which is connected to a larger body of water through a strait may experience bifurcation in the bay and stratification in the strait. The combined effects of bifurcation and stratification may lead to a substantially greater rise in temperature than the rise expected in case of unrestricted receiving body of water. In this study, the behavior of heated effluents discharged into bays with a restricted access to a large body of water is scrutinized experimentally by the help of a scaled physical model.Dimensional analysis leads to a new dimensionless parameter Ar, area restriction parameter, on which the difference between the excess temperatures at the inlet of the strait for restricted and free receiving mediums, Δ(ΔT/ΔT 0 ) is shown to be strongly dependent.
通过海峡与更大的水体相连的海湾排放的加热表面射流可能在海湾中发生分岔,在海峡中发生分层。分岔和分层的综合影响可能导致比不受限制的接收水体所预期的温度上升大得多的温度上升。在本研究中,通过比例物理模型的帮助,实验研究了排放到受限制进入大面积水体的海湾的加热废水的行为。量纲分析得到了一个新的无量纲参数Ar,即面积限制参数,该参数与海峡入口受限制介质和自由介质的过量温度之差Δ(ΔT/ΔT 0)有很大关系。
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引用次数: 0
Modelling the Effects of Hydrated Lime Additives on Asphalt Mixtures by Fuzzy Logic and ANN 用模糊逻辑和人工神经网络模拟熟石灰添加剂对沥青混合料的影响
IF 1.3 4区 工程技术 Q4 ENGINEERING, CIVIL Pub Date : 2019-11-01 DOI: 10.18400/TEKDERG.402816
Selim Dündar, Betül Değer Şitilbay, Mustafa Sinan Yardim
In this study, Marshall test results of hot mix asphalt samples having various Hydrated Lime (HL) content rates were modelled using Fuzzy Logic (FL) and Artificial Neural Networks (ANN). Test sets having various HL content were prepared in order to investigate the effect of HL. Marshall Stability test was performed on the samples to obtain the optimal Asphalt Content (AC) ratio. The results were evaluated in order to determine HL additives’ sensitivity on the mixture parameters. The Marshall Test results were used to develop the FL and ANN models. The models developed produced acceptable estimations of the mixture parameters.
在本研究中,采用模糊逻辑(FL)和人工神经网络(ANN)对具有不同水合石灰(HL)含量率的热拌沥青样品的Marshall测试结果进行建模。为考察HL的效果,制备了不同HL含量的试验装置。通过马歇尔稳定性试验,得到最佳沥青掺量比。对结果进行了评价,以确定HL添加剂对混合物参数的敏感性。马歇尔测试结果用于开发FL和ANN模型。所建立的模型对混合参数作出了可接受的估计。
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引用次数: 2
Time-Cost Trade-Off Optimization with a New Initial Population Approach 基于新初始种群方法的时间-成本权衡优化
IF 1.3 4区 工程技术 Q4 ENGINEERING, CIVIL Pub Date : 2019-11-01 DOI: 10.18400/TEKDERG.410934
V. Toğan, M. A. Eirgash
Considering the competitive environment in all industries, completion on time is crucial for the stakeholders of a project. This favorable target is achieved by finding the optimal set of time-cost alternatives and this is known as time-cost trade-off problem (TCTP) in the literature. In this study, a new initial population approach is presented to improve the quality of the optimal set of time-cost alternatives. It put a predefined number of the solutions of the single objective TCTP into the initial population of teaching learning-based algorithm, which is utilized as an optimizer for the multi-objective optimization of TCTP. Hence, it is aimed to descend the randomness on initial population and to decrease the searching effort to catch the optimal set of time-cost alternatives in the search space. The proposed methodology is tested on a series of benchmark problems and the obtained results are compared with those available in the technical literature. It can produce good solutions as effective as with other techniques applied for simultaneous optimization of TCTPs.
考虑到所有行业的竞争环境,按时完成项目对项目的利益相关者来说至关重要。这个有利的目标是通过寻找最优的时间成本替代方案来实现的,这在文献中被称为时间成本权衡问题(TCTP)。本文提出了一种新的初始群体方法,以提高时间成本选择的最优集合的质量。它将预定数量的单目标TCTP解放入基于教学的算法的初始种群中,作为TCTP多目标优化的优化器。因此,该算法的目标是降低初始种群的随机性,减少搜索努力,以在搜索空间中捕获时间成本最优的备选方案集。提出的方法在一系列基准问题上进行了测试,并与技术文献中的结果进行了比较。它可以产生与其他技术一样有效的解决方案,用于同时优化TCTPs。
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引用次数: 9
Investigating the Mechanical Behavior of Reclaimed Asphalt Pavement (RAP) Bases in Large Scale Test Box 大型试验箱试验研究再生沥青路面(RAP)基层的力学性能
IF 1.3 4区 工程技术 Q4 ENGINEERING, CIVIL Pub Date : 2019-11-01 DOI: 10.18400/TEKDERG.416812
Ayşegül Güneş Seferoğlu, Mehmet Tevfik Seferoğlu, M. Akpınar
The objective of this research is to assess the elastic deformations and permanent strains of reclaimed asphalt pavement (RAP) material as a base layer when it is treated or untreated with puzzolanic cement under cyclic loads. A large-scale cyclic plate loading testing (CPLT) device was developed for studying the mechanical characteristics of pavement base layer materials. When the RAP percentage of the mixtures increased, elastic deformations and permanent strains increased, but the opposite is true when the cement percentage increased. It was concluded that 100% RAP material can be used in base layers with 3% cement. The obtained deformation values and strain rates can be used as reasonable default design input values to be used by pavement designers when using RAP as a substitute for natural aggregate base layers.
本研究的目的是评估再生沥青路面(RAP)材料的弹性变形和永久应变,当它被处理或未经再生沥青路面(RAP)的基层在循环荷载下。为研究路面基层材料的力学特性,研制了大型循环平板加载试验装置。随着RAP掺量的增加,混合料的弹性变形和永久应变增大,而水泥掺量的增加则相反。结果表明,100% RAP材料可用于3%水泥的基层。所得的变形值和应变率可作为路面设计者在使用RAP代替天然骨料基层时合理的默认设计输入值。
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引用次数: 1
Numerical Modeling of Interaction of Vortical Flow with a Buried Circular Cylinder on a Plane Surface 平面上旋涡与埋置圆柱相互作用的数值模拟
IF 1.3 4区 工程技术 Q4 ENGINEERING, CIVIL Pub Date : 2019-11-01 DOI: 10.18400/TEKDERG.432310
M. Aköz, O. Şimşek, N. G. Soydan
Turbulent flow characteristics around a partially buried horizontal circular cylinder are investigated numerically for the burial ratio of B/D =0.50. The governing equations are numerically solved using ANSYS-Fluent for the flows having the same conditions with the experiments related to measurements of velocity field by Particle Image Velocimetry for Reynolds numbers based on the cylinder diameter, in the ranges of 1000 ≤ Re D ≤ 7000 . Standard k - e , Renormalization-group k - e , Realizable k - e , Modified k - ω , Shear Stress Transport k - w and Reynolds Stress turbulence models are employed. Experimental validations of the numerical results show that Shear Stress Transport k - w model provides better predictions for the kinematic properties of the t urbulent  flow than the other turbulence models used herein. Force coefficients also predicted numerically at Reynolds numbers in the ranges of 1000 £ Re D £ 7000 for the burial ratio, B/D =0, 0.25 and 0.5.
在B/D=0.50的埋深比下,对部分埋深水平圆柱体周围的湍流特性进行了数值研究。在1000≤Re D≤7000的范围内,使用ANSYS Fluent对流动的控制方程进行了数值求解,这些流动具有与通过粒子图像速度计测量雷诺数的速度场相关的实验相同的条件。采用标准k-e、重整化群k-e、可实现k-e、修正k-ω、剪切应力输运k-w和雷诺应力湍流模型。数值结果的实验验证表明,剪切应力输运k-w模型比本文使用的其他湍流模型对湍流的运动学特性提供了更好的预测。在雷诺数为1000£Re D£7000的情况下,对埋深比B/D=0、0.25和0.5的力系数也进行了数值预测。
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引用次数: 4
Earthquake Response Analysis of Multiple Towers on a Common Podium: A Representative Case Study 同一平台上多塔的地震反应分析:典型案例研究
IF 1.3 4区 工程技术 Q4 ENGINEERING, CIVIL Pub Date : 2019-11-01 DOI: 10.18400/TEKDERG.467371
C. Tura, K. Orakcal
In this study, a hypothetical tall building structure consisting of two towers and a common podium is analyzed considering effects of interaction between the towers due to connected podium floors. Interaction effects on the podium level are included in the analyses by embracing either an upper bound or lower bound approach, assigning fixed or free end restraints at the continuous boundaries of single tower models, respectively. Response of single tower models are then compared with the response obtained from combined model which includes both of the towers as well as the common podium and basements. Obtained results indicate that, in both linear and nonlinear analyses, single tower models with fixed end restraints overestimate internal forces at the podium floors, although to a reasonable extent.
在这项研究中,分析了一个由两座塔楼和一个公共裙楼组成的假设高层建筑结构,考虑了裙楼楼层连接引起的塔楼之间相互作用的影响。通过采用上限或下限方法,分别在单塔模型的连续边界处分配固定端或自由端约束,分析中包括了对裙楼水平的相互作用影响。然后将单塔模型的响应与组合模型获得的响应进行比较,组合模型包括两个塔以及公共裙楼和地下室。所得结果表明,在线性和非线性分析中,带有固定端约束的单塔模型高估了裙楼楼层的内力,尽管在合理的程度上。
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引用次数: 2
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Teknik Dergi
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