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Special cases of construction products performance verification 建筑产品性能验证的特殊情况
IF 1.1 4区 工程技术 Q4 ENGINEERING, CIVIL Pub Date : 2020-05-01 DOI: 10.14256/jce.2270.2017
S. Lakušić
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引用次数: 0
The analysis and measuring the noise on the A2 motorway (E-65) “Mother Teresa“ section: Skopje – Tetovo A2高速公路(E-65)“特蕾莎修女”路段:斯科普里-泰托沃的噪声分析与测量
IF 1.1 4区 工程技术 Q4 ENGINEERING, CIVIL Pub Date : 2020-04-01 DOI: 10.14256/jce.1680.2016
S. Lakušić
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引用次数: 1
An optimum selection of alloy for aluminium structures exposed to fire 为暴露在火灾中的铝结构选择最佳合金
IF 1.1 4区 工程技术 Q4 ENGINEERING, CIVIL Pub Date : 2020-04-01 DOI: 10.14256/jce.2853.2019
I. Boko, Davor Skejić, N. Torić, Antonela Čolić
of load-bearing
的承载
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引用次数: 0
Analysis of the use of BIM in Croatian construction industry 浅析BIM在克罗地亚建筑业中的应用
IF 1.1 4区 工程技术 Q4 ENGINEERING, CIVIL Pub Date : 2020-04-01 DOI: 10.14256/jce.2774.2019
S. Kolarić, M. Vukomanović, Anđela Bogdan
The use of BIM in Croatia has not as yet been sufficiently investigated and, in that respect, this research aims to find out what is the current situation with BIM application in the Republic of Croatia. The results show that 20 to 25 percent of companies use BIM, 25 percent of designers use BIM software, while the use of BIM by other participants in the project is disturbingly low. Croatia has still not passed the basic zero level of BIM use, although positive trends of movement toward level one can be discerned. The authors call for urgent standardisation of BIM and appropriate adjustment of regulatory framework.
BIM在克罗地亚的使用还没有得到充分的调查,在这方面,本研究的目的是找出BIM在克罗地亚共和国应用的现状。结果显示,20%到25%的公司使用BIM, 25%的设计师使用BIM软件,而项目中其他参与者使用BIM的比例低得令人不安。克罗地亚仍然没有通过BIM使用的基本零级,尽管可以看出向一级移动的积极趋势。作者呼吁BIM的标准化和监管框架的适当调整迫在眉睫。
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引用次数: 2
Determination of residual value of construction machinery based on machine age 基于机器龄的工程机械残值的确定
IF 1.1 4区 工程技术 Q4 ENGINEERING, CIVIL Pub Date : 2020-02-01 DOI: 10.14256/jce.1285.2015
S. Lakušić
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引用次数: 3
Modelling of traffic load effects in the assessment of existing road bridges 现有道路桥梁评估中交通荷载影响的建模
IF 1.1 4区 工程技术 Q4 ENGINEERING, CIVIL Pub Date : 2020-01-01 DOI: 10.14256/jce.2609.2019
D. Skokandić, A. Ivanković, A. Žnidarič, M. Srbić
Traffic load models used for the design of new bridges are based on conservative assumptions and have not been proven efficient for assessing safety of existing bridges. In the case of existing bridges, it is reasonable to use load models that are based on bridge weigh-in-motion data which, in addition to axle loads and spacing of bridge-crossing vehicles, provide information on bridge behaviour under traffic load. This paper provides an overview of traffic load models, as well as guidelines on the use of weigh-in-motion data when assessing condition of existing road bridges.
用于新桥设计的交通荷载模型是基于保守的假设,并没有被证明是有效的评估现有桥梁的安全性。在现有桥梁的情况下,使用基于桥梁运动中重量数据的荷载模型是合理的,除了轴载荷和过桥车辆的间距之外,这些数据还提供了交通载荷下桥梁行为的信息。本文概述了交通荷载模型,以及在评估现有道路桥梁状况时使用动态称重数据的指南。
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引用次数: 2
Study of a fatigue load model for highway bridges in Southeast China 东南地区公路桥梁疲劳荷载模型研究
IF 1.1 4区 工程技术 Q4 ENGINEERING, CIVIL Pub Date : 2020-01-01 DOI: 10.14256/jce.2664.2019
F. Xiong
Although fatigue damage has become one of the main causes of structural damage to bridges, standard vehicle models for highway bridge fatigue design have not as yet been determined in China. Relying on the WIM system, load data were collected for different types of vehicles from six provinces in Southeast China. The Miner’s criterion for cumulative fatigue damage, and the equivalent stress amplitude criterion, were adopted for calculating the equivalent axle load, the equivalent wheelbase, and the fatigue damage contribution ratio. The fatigue load spectrum, including five equivalent vehicle models, was identified.
虽然疲劳损伤已成为桥梁结构损伤的主要原因之一,但国内尚未确定公路桥梁疲劳设计的标准车辆模型。依靠WIM系统,收集了中国东南部6个省份不同类型车辆的负载数据。采用Miner累积疲劳损伤准则和等效应力幅准则计算等效轴重、等效轴距和疲劳损伤贡献率。确定了包括5种等效车型在内的疲劳载荷谱。
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引用次数: 1
Numerical investigations of interaction between geogrid/wire fabric reinforcement and cohesionless fill in pull-out test 拉拔试验中土工格栅/钢丝织物加固与无粘结填料相互作用的数值研究
IF 1.1 4区 工程技术 Q4 ENGINEERING, CIVIL Pub Date : 2020-01-01 DOI: 10.14256/jce.2668.2019
Adis Skejić, S. Medić, T. Ivšić
The interaction between geogrid/wire fabric reinforcement and fill material in reinforced earth walls, as well as its quantification, is a complex problem that depends on a number of factors. This paper presents and discusses state of the art related to numerical simulations of pull-out tests used for investigation of interaction between cohesionless fill and reinforcement. In addition, the results of a specially designed group of numerical simulations are presented and compared with recommendations of American and European standards related to such experiments.
土工格栅/钢丝织物加固与加筋土墙填充材料之间的相互作用及其量化是一个复杂的问题,它取决于许多因素。本文介绍并讨论了用于研究无粘结填料与钢筋相互作用的拉拔试验数值模拟的最新进展。此外,还介绍了一组特别设计的数值模拟的结果,并与美国和欧洲有关此类实验的标准的建议进行了比较。
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引用次数: 2
Methods for determining increased maintenance of pavement structures in the city 确定城市路面结构增加维护的方法
IF 1.1 4区 工程技术 Q4 ENGINEERING, CIVIL Pub Date : 2020-01-01 DOI: 10.14256/jce.2359.2018
S. Lakušić
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引用次数: 0
Implementacija BIM-a u održavanju građevina BIM在建筑维修中的应用
IF 1.1 4区 工程技术 Q4 ENGINEERING, CIVIL Pub Date : 2019-10-10 DOI: 10.14256/JCE.2730.2019
Anita Cerić, Ivica Završki, Mladen Vukomanović, Ivona Ivić, Maja-Marija Nahod
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引用次数: 1
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Gradevinar
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