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A Critical Review on BIM Research Process and Future Trends at Home and Abroad

A Critical Review on BIM Research Process and Future Trends ...

2018 International Conference on Construction and Real Estate Management: Innovative Technology and Intelligent Construction, ICCREM 2018

作者： Chen, Jiaqing Man, Qingpeng Dept. of Construction Management Harbin Institute of Technology Harbin150001 China Dept. of Construction Management Key Lab of Structures Dynamic Behavior and Control Ministry of Education Key Lab of Smart Prevention and Mitigation of Civil Engineering Disasters Ministry of Industry and Information Technology Harbin Institute of Technology Harbin150001 China

ISBN: (数字)9780784481721

ISBN: (纸本)9780784481721

Based on Web of Science and CNKI databases, this paper analyzes the current status of BIM research by using the method of bibliometrics. In order to screen all BIM-related articles, periodicals with search keywords as "Building Information Model" or "Building Information Modeling" or "BIM" are searched respectively in each database, and exported in EndNote and Refworks formats. Besides, VOSviewer, a document mapping software, is used to analyze the search results and make it visualized. Following the map of analysis for co-authors and keywords both at home and abroad, this paper systematically illustrated the well-known experts, hot areas, and research prospects in BIM research as well as the problems and shortcomings in the existing research. Through the analysis, it can be summarized that (1) BIM has gained increasing importance in the architecture, engineering, and construction industry;(2) The hot topic related to BIM research are focused on mobile and cloud computing, laser scan, virtual reality, and big data. This paper provides important guidance for BIM researchers to better learn about BIM research area. © 2018 American Society of Civil Engineers.

关键词： Construction industry

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Review and analysis on spalling critical temperature of concrete and fibers dosage to prevent spalling at elevated temperatures

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Jianzhu Jiegou Xuebao/Journal of Building structures 2017年第1期38卷 161-170页

作者： Chen, Mingyang Hou, Xiaomeng Zheng, Wenzhong Wu, Bo Key Lab of Structures Dynamic Behavior and Control of China Ministry of Education Harbin Institute of Technology Harbin150090 China State Key Laboratory of Subtropical Building Science South China University of Technology Guangzhou510640 China

The principle of fire safety design is to ensure that concrete structures will not collapse or spall during fire and can be repaired after fire. There is important significance to research the spalling critical temperature of concrete without fibers or with lower fibers and rational fibers dosage to prevent spalling at elevated temperatures. The test results on fire-induced concrete spalling were analyzed. The relationship of spalling critical temperature and concrete cube compressive strength was obtained. Results show that the spalling critical temperature decreases with the increase of concrete compressive *** relationship of volume dosage of polypropylene (PP) fibers and steel fibers to prevent spalling and concrete compressive strength was obtained. The dosage of PP fibers increases linearly with the increase of concrete compressive strength, while the dosage of steel fibers increases with the increase of concrete compressive strength and the relationship can be expressed as an exponent *** is not safe to apply the recommendation in EN 1992-1-2: 2004 'Design of concrete structures: part 1-2: general rules: structural fire design' that the volume dosage 0.22% of PP fibers in concrete to prevent spalling. The proposed formula for fibers dosage will reduce the fire-induced spalling of concrete effectively. © 2017, Editorial Office of Journal of Building structures. All right reserved.

关键词： Steel fibers

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Damage Detection in CFRP/GFRP Composite Bar Using Guided Ultrasonic Waves 7

Damage Detection in CFRP/GFRP Composite Bar Using Guided Ult...

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7th Asia-Pacific Workshop on Structural Health Monitoring, APWSHM 2018

作者： Wu, Y. Zhou, W. Xian, G. Key Lab of Structures Dynamic Behavior and Control of Ministry of Education Harbin Institute of Technology Harbin150090 China Key Lab of Smart Prevention and Mitigation of Civil Engineering Disasters of Ministry of Industry and Information Technology Harbin Institute of Technology Harbin150090 China Harbin Institute of Technology School of Civil Engineering Harbin150090 China

ISBN: (纸本)9783000603594

The CFRP/GFRP composite bar is a multilayered cylindrical structure, in which the CFRP bar is embedded in the GFRP. It has some advantages over the single CFRP or GFRP composite bar, however delamination between the CFRP and GFRP may lead to a loss of composite action, resulting in reduction of stiffness and fatigue life of this composite bar. Due to the inaccessibility and invisibility of the interface between CFRP and GFRP, the interfacial performance monitoring using traditional measurement methods have been proved challenging. In this work, the guided ultrasonic wave based method is proposed to detect the delamination in CFRP/GFRP composite bar. Since the guided ultrasonic wave is generated using the circular piezoelectric wafer attached on the end plane of the bar, the shear lag transfer model is presented first for the piezoelectric wafer mounted on the surface of the composite bar. This model can explain the characteristics of the guided wave generated in the core CFRP and outer GFRP. Subsequently, the finite element analyses are implemented to demonstrate the characteristics of the guided wave propagating in CFRP/GFRP composite bar. Finally, a series of experiments are conducted on the real CFRP/GFRP composite bars, which include the pristine and the damaged ones. The guided wave signals obtained in the experiments are used to analyze the degree and location of the delamination. This study provides an appropriate approach for the long CFRP/GFRP composite bar. © APWSHM 2018. All rights reserved.

关键词： Damage detection

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Multi-Stakeholder Risk Analysis for Construction Industry Industrialization: A Review

Multi-Stakeholder Risk Analysis for Construction Industry In...

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2018 International Conference on Construction and Real Estate Management: Analysis of Real Estate and the Construction Industry, ICCREM 2018

作者： Xie, Mengping Wang, Yuna Yang, Kaijun Dept. of Construction Management Harbin Institute of Technology Harbin150001 China Dept. of Construction Management Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education Key Lab of Smart Prevention and Mitigation of Civil Engineering Disasters Ministry of Industry and Information Technology Harbin Institute of Technology Harbin150000 China

ISBN: (数字)9780784481745

ISBN: (纸本)9780784481745

As a new way of building production, construction industry industrialization (CII) involves a variety of project risk. The stakeholders are one of the main factors for the successful implementation of CII. Therefore, it is necessary to analyze the risk of the stakeholders. This study systematically reviews the definitions, characteristic, stakeholders, and the risk analysis of CII. Based on the risks involved in the traditional construction projects, this paper summarizes the core issues of the risk study of the stakeholders in CII. This study attempts to systematically study the risk of CII from the perspective of the stakeholders, and thus forms a complete system and theoretical framework for the analysis risk of the stakeholders in CII. It is hoped that it will be helpful to provide some guidance for deepening the participants' understanding and avoid their related risk as well as providing some help for the understanding of the interaction between follow-up risk factors. © 2018 American Society of Civil Engineers.

关键词： Construction industry

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Failure modes determination and load-bearing capacity evaluation of concrete columns under seismic loads by ANNs

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Soft Computing 2024年第13-14期28卷 8361-8377页

作者： Hao, Meijing Chang, Wei Xu, Chonghao School of Architecture and Civil Engineering Harbin University of Science and Technology Harbin150080 China Key Lab of Structures Dynamic Behavior and Control Ministry of Education Harbin Institute of Technology Harbin150090 China Key Lab of Smart Prevention and Mitigation of Civil Engineering Disasters of the Ministry of Industry and Information Technology Harbin Institute of Technology Harbin150090 China School of Civil Engineering Harbin Institute of Technology 202 Haihe Road Nangang District Harbin China

The failure modes of concrete columns can be applied to judge the ductility of concrete columns under seismic loads. In addition, the load-bearing capacity of concrete columns was an important parameter in evaluating the seismic performance of concrete columns under seismic loads. However, it was difficult to determine the failure modes and evaluate the load-bearing capacity of concrete columns under seismic loads with the application of high-strength concrete. In this paper, two ANNs, including a genetic algorithm optimization-based support vector machine (GA-SVM) and an ANFIS, were developed to determine the failure modes of concrete columns under seismic loads. The main investigated parameters, including specimens' shear span ratio, the compressive strength of concrete, the yield strength and volumetric ratio of stirrups, and the yield strength and ratio of longitudinal reinforcement, were applied as input variables to the models. The proposed models were trained and tested using 247 data sets from previous studies. The proposed models had high reliability and predictability to determine the failure modes of concrete columns under seismic loads. Furthermore, an ANFIS network was developed to evaluate the load-bearing capacity of concrete columns, which had high reliability and predictability. © The Author(s), under exclusive licence to Springer-Verlag GmbH Germany, part of Springer Nature 2024.

关键词： Failure modes

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Construction of Information Management Model of Engineering Project Based on BIM Technology

Construction of Information Management Model of Engineering ...

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2018 International Conference on Construction and Real Estate Management: Innovative Technology and Intelligent Construction, ICCREM 2018

作者： Hua, Yu Wang, Yaowu Dept. of Civil Engineering Harbin Institute of Technology Harbin150001 China Harbin Institute of Technology Dept. of Construction Management Key Lab of Structures Dynamic Behavior and Control Ministry of Education Key Lab of Smart Prevention and Mitigation of Civil Engineering Disasters Ministry of Industry and Information Technology Harbin150001 China

ISBN: (数字)9780784481721

ISBN: (纸本)9780784481721

As is known to all, the construction project is an extremely complex process. Relying on the syndromes, such as many parties, a large amount of investment, long project cycle, and so on, the project management process has many difficulties. Therefore, information management has always been an important part of engineering project management. Based on the overall objectives and requirements of the project information management, this paper constructs a framework of engineering project information management model based on BIM technology. The model framework consists of three levels, user layer, application layer, and data layer. Each participant enters the management model through the user layer, then selects different applications, and accepts the model data provided by the data layer, so that they can achieve the corresponding target management finally. © 2018 American Society of Civil Engineers.

关键词： Project management

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Experimental study on seismic behavior of interior steel fiber reinforced RPC beam-column joints

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Jianzhu Jiegou Xuebao/Journal of Building structures 2019年第3期40卷 161-171页

作者： Wang, Dehong Zheng, Wenzhong Ju, Yanzhong Wei, Chunming Key Lab of Structures Dynamic Behavior and Control of China Ministry of Education Harbin Institute of Technology Harbin150090 China School of Civil Engineering and Architecture Northeast Electric Power University Jilin132012 China

In order to investigate the seismic behavior and shear bearing capacity of steel fiber reinforced reactive powder concrete (RPC) beam-column joints, quasi-static tests on eight RPC interior beam-column joints were carried out. The variables considered in test program included strength of reinforcement, stirrup ratio in joint core, and web rebars and vertical rebars across the joint core, and their influences on the failure mode, shear bearing capacity, hysteretic loops, energy dissipation, strength degeneration and rigidity degeneration behavior of the RPC joints were analyzed. The tests results indicate that the HRB600 longitudinal rebars in the beam mitigate the rigidity degeneration and improve the energy dissipating capacity of the specimen. An increase in stirrup ratio improves the strength degeneration and energy dissipating capacity of the specimen during the failure stages. As the transverse reinforcement ratio in joint core increases from 0 to 0.98%, the shear bearing capacity and ductility of the RPC joint increase. Web rebars and vertical rebars across the joint core improve the shear bearing capacity, strength degeneration and energy dissipation capacity of the specimen. Using the formula of GB 50011-2010 to calculate the shear bearing capacity leads to conservative results for RPC joints with a low stirrup ratio, but tends to be unsafe when the area stirrup ratio is greater than 0.98%. The predictions given by ACI 352- 02 are closer to the test result compared to the GB 50011-2010 prediction, with a safety margin of 9%- 46%. © 2019, Editorial Office of Journal of Building structures. All right reserved.

关键词： Steel fibers

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Early Age Deformation of Mortar Under Sub-zero Temperature

Early Age Deformation of Mortar Under Sub-zero Temperature

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第九届水泥混凝土国际会议

作者： Ge ZHANG Haiyang Yu Yingzi YANG Key Lab of Structures Dynamic Behavior and Control Harbin Institute of TechnologyMinistry of Education School of Civil Engineering Harbin Institute of Technology

Early defonnation of mortars exposed to sub-zero temperature was *** measure the deformation precisely,a self-made defonnation test device which can be used under sub-zero temperature was *** addition,the compressive strength and dynamic modulus of elasticity of mortars exposed to sub-zero temperature were *** results showed that the deformation of mortars exposed to the sub-zero temperature at early age can be considered as 6 *** were plastic settlement stage,frost heaving stage,deformation stabilization stage,positive temperature settlement stage,positive temperature expansion stage,and re-stabilization stage,*** early compressive strength of mortars would be seriously affected by the sub-zero *** once the curing temperature was transformed to the positive temperature,it would develop *** results of the dynamic modulus of elasticity showed that the internal structure can be developed even at the sub-zero temperature,but the early internal structure of mortar would be damaged by the low temperature.

关键词： Sub-zero temperature deformation early age mortar

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Experimental and numerical study of the strengthening effects of externally bonded CFRP on defected of pipes 7

Experimental and numerical study of the strengthening effect...

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7th Asia-Pacific Conference on FRP in structures, APFIS 2019

作者： Kong, Deao Xian, Guijun Key Lab of Structures Dynamic Behavior and Control Harbin Institute of Technology Ministry of Education Heilongjiang Harbin150090 China Key Lab of Smart Prevention and Mitigation of Civil Engineering Disasters Ministry of Industry and Information Technology Harbin Institute of Technology Harbin150090 China School of Civil Engineering Harbin Institute of Technology Heilongjiang Harbin150090 China

ISBN: (纸本)9780648752899

Externally wrapped carbon fiber reinforced polymer (CFRP) composites have been considered to be effectively in strengthening or repairing steel pipes. In the present paper, an unidirectional carbon fiber fabric was used to strengthen steel defective pipes. The strengthening effectiveness of ISO/TS 24817 design methods and the effects of CFRP thickness on the burst pressure, failure mode and stress distribution of the repaired pipes were investigated through burst test and finite element analysis. Comparing with defected pipes, the burst pressure of the pipes enhanced by at least 100% strengthened with ISO/TS 24817 methods. The stress of CFRP decreases linearly from inner layer to outer. A simple finite element analysis method was developed to predict the burst pressure of unidirectional CFRP-wrapped defective steel pipes. © APFIS 2019. All right reserved.

关键词： Finite element method

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Strain sensor made by thick-film resistors on substrates of glass ceramic 11

Strain sensor made by thick-film resistors on substrates of ...

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11th International Workshop on Structural Health Monitoring 2017: Real-Time Material State Awareness and Data-Driven Safety Assurance, IWSHM 2017

作者： Guan, Xinchun Wen, Ming Li, Hui Ou, Jinping Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education Harbin Institute of Technology 73 Huanghe Road Nangang District Harbin150090 China Key Lab of Smart Prevention and Mitigation of Civil Engineering Disasters Ministry of Industry and Information Technology Harbin Institute of Technology 73 Huanghe Road Nangang District Harbin150090 China

ISBN: (纸本)9781605953304

Thick film resistors (TFRs) were screen printed and fired on fluorophlogopite glass ceramic (FGC) substrates with low elasticity modulus. The mechanical property of FGC and piezoresistivity of TFRs were studied. Test results show the sensor has favorable performance parameters including a sensitivity of 7.888, linearity of 0.716%, repeatability of 0.764% and hysteresis of 0.982% when its input is in the range from 0-3043μϵ. The strain sensors made with TFRs on FGC substrate is possible to be used in SHM of civil engineering.

关键词： Glass ceramics

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