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Experimental Research and Nonlinear Finite Element Analysis of CFRP-Strengthened High-Strength Concrete Structure Hong Hai 1, a, Yinghua Zhao 2,b 1 Department of Civil Engineering, Shenyang Jianzhu University, 110168, China 2Road＆Bridge Research Institute, Dalian Maritime University, 116026, China acehhai@sjzu.edu.cn , byhzhao@newmail.dlmu.edu.cn Keywords: CFRP, High-strength concrete , Shear experiment, Explicit finite element Abstract.
The debonding behavior at the interface between fiber-reinforced plastic (FRP) sheet and concrete is a key problem for the application of FRP plate, which has been widely applied in the civil engineering for rehabilitation and retrofitting of conventional structures.
Introduction Fiber Reinforced Polymer (FRP ) are being considered for use in the field of civil infrastructure as strengthening and rehabilitation materials because of the characteristics of high strength, high stiffness, light-weight, excellent corrosion resistance, ease and speed of installation, etc.
The research on strengthening structure technology is concurrent with engineering application.
(In Chinese) [10] Jizhong Wang, etc.: Journal of Wuhan University (Engineering edition) , Vol. 41(2008), p. 6-10.

Exploration On The Application Of Practice Teaching Based On BIM In The Architecture Design Rui Han1,a Yaqing Jin1,b Yuhua An 1c 1 Jilin Architecture and Civil Engineering Institute, Changchun, china, 130118 2 Jilin Architecture and Civil Engineering Institute, Changchun, china, 130118 3 Jilin Architecture and Civil Engineering Institute, Changchun, china, 130118 a48987515@qq.com, b 324814154@qq.com, canyuhua598@126.com Keywords: building information modeling; integration; personnel training; project practice; more professional cooperation Abstract: In recent years, BIM is applied in the various fields of engineering and construction, its superior integrated 3D imaging characteristics becomes increasingly prominent.
We try to make the architecture, civil engineering, plumbing, electrical , water supply and other major specialty completing in a three-dimensional building information model.
Midway, the civil engineering teachers make a concrete analysis of the structure selection in the construction for the A, B, C three groups.
Acknowledgements 2012 Jilin Architecture and Civil Engineering Institute Higher Education Research Project, No.XJY2012010 Reference [1] Brad Hardin.
Information Technology In Building And Civil Engineering, 2012 ( 1 ): 33-34 In Chinese [5] Jianie Yang, Yong Zhi.

Engineering geologists complete engineering geological prediction and evaluation by extensive application system thinking.
The engineering geological problems are resolved by not only analysis the engineering, geology, but also take into account environmental factors.
Conclusions Engineering geology is essential curriculum for civil engineering.
In short, these are to lay a solid foundation in geology for students becoming senior civil engineer with innovationnal ability.
Journal of Engineering Geology, p.289-290, (1997), In Chinese

Analysis of Model Foundation Slab Focused on Strain Gauge Measurement LITVAN David1,a *, MATECKOVA Pavlina1,b and MARTINA Smirakova1,c 1 Department of Building Structures, Faculty of Civil Engineering, VSB — Technical University of Ostrava, L.
Since 2012 research team at Faculty of civil engineering VSB - TU Ostrava has tested a few slabs with dimensions 2 x 2 m with thickness from 0.12 to 0.2 m.
Introduction In the yard of the Faculty of Civil Engineering, VSB -TU Ostrava testing of model foundation slabs is carried out.
Tested slab was analysed also using software based on finite element method SCIA Engineer.
Sekanina, Design and development of a testing device for experimental measurements of foundation slabs on the subsoil, Transactions of the VSB – Technical University of Ostrava, Civil Engineering Series. 11(1) (2011) 1-5.

Note that civil engineering structures are usually made of ordinary Portland cement (OPC) based concrete but today, the cement industry is responsible for emitting between 6% and 7% of all the CO2 emission into the atmosphere.
Introduction The vast applications of Ordinary Portland Cement (OPC) concrete in civil engineering and the growing demand of OPC in the future will create some environmental issues including the availability of the raw material, CO2 emissions and the need for a large input of energy during the manufacture of OPC.
Therefore, it is essential to seek new technologies and alternative binders to provide environmental friendly materials and achieve sustainable development in civil engineering production.
Pukl, Modeling fatigue damage of concrete, Key Engineering Materials, V. 577-578, (2014), p. 385–388 [9] D.
Procedia engineering, Vol. 2, (2010) p. 203–212

The finite element software Midas / Civil is used to establish the continuous box girder bridge model for the comparative analysis between the grillage method and single girder method, and the results show that the precision of grillage method can meet the needs of the engineering design.
This paper discusses the grillage method frequently-used in detail, and uses the Midas / Civil to establish the model and uses the examples to deepen the understanding of such method.
This paper establishes the model with Midas Civil.
Conclusions Through the introduction to the theory of grillage method and the engineering example comparative analysis between the grillage method and single girder method with Midas Civil, we can draw the following conclusions: (1) The analysis of this engineering example shows that the accuracy degree of grillage analysis depends on the exact simulation of the grillage stiffness, grillage member unit bending, shear and torsion characteristics
Its calculation accuracy can meet the design requirements; therefore, grillage method is a viable analysis method in the practical applications in engineering.

Spencer, Jr. 3,d Department of Civil and Environmental Engineering, KAIST, Yuseong-gu, Daejeon 305-701, Korea School of Civil Engineering, Ulsan National Institute of Science and Technology, UNIST-gil 50, Ulsan 689-798, Korea Department of Civil Engineering and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, Urbana, IL 61801, USA ajwp@kaist.ac.kr, bssim@unist.ac.kr, c*hjung@kaist.ac.kr, dbfs@illinois.edu Keywords: displacement estimation, wireless smart sensor, tikhonov regularization, acceleration based displacement, imote2, structural health monitoring Abstract.
Condition assessment is one of the most challenging activities performed by civil engineers to objectively evaluate if structures are safe for the public use.
In civil engineering wireless sensor network can reduce the cost and complexity of installing a structural monitoring system.
An open-source middleware services tool-suite was developed by ISHMP to help the civil engineers easily code into the wireless smart sensor nodes.
Blume Earthquake Engineering Center

Research and Application of New Technologiesin Engineering Disaster Prevention Jichao Zhang a , Kai Xu b and Yong Xu c School of Civil Engineering ,Guangzhou University ,Guangdong,China; azhangjichao1956@126.com, bxukai020@163.com, c385330709@qq.com Keywords: Disaster Prevention; Saturated Soft Soil; Seismic Isolation Technology; Wind Tunnel Test; Performance-Based Fire.
The systematic study various kinds disasters which are likely to meet in civil engineering and construction of Guang dong Science Center.
The research includes the study of environmental geotechnical engineering, the technology for treatment of large -area soft soil, the art of seismic isolation, the fire resistance, and the study of wind resistance of large-span shell structures.
Pretreatment of saturated soft soil Geological situation of engineering site.
[4] Guangzhou Urban Planning Survey and Design Institute; Guangdong Science Center Planning and Engineering Geological Investigation Report (2003.

The Modal Identification of Structure Using Distributed ERA and EFDD Methods Ying Lei a, Zhilu Lai b Department of Civil Engineering, Xiamen University, Xiamen, China aylei@xmu.edu.cn, bc4102022@yahoo.com.cn Keywords: ERA; EFDD; Truss; Distributed Modal Identification Abstract.
Structural health monitoring (SHM) is an emerging field in civil engineering, offering the potential for continuous and periodic assessment of the safety and integrity of civil infrastructure.
Proceedings of the 2nd International Conference on Smart Materials and Nanotechnology in Engineering, 2009, July 8-11, Weihai, China
[3] R.D.Nayri, F.Tasbihgoo and M.Wahbeh, in: Study of Time-Domain Techniques Modal Parameter Identification of a Long Suspension Bridge with Dense Sensor Arrays, Journal of Engineering Mechanicals , July, 2009

The use of S355 high strength steel in civil engineering to design bridges, its elements or simple engineering parts allows material and economical savings meeting the strict construction requirements.
Steel S355 is one of the HSS used in civil engineering.
These experimentally obtain and statistically evaluated [12-14] results can be important for sensitivity analysis of civil engineering steel structures under fatigue load, when the Paris law properties are utilized as input parameters [15-18].
Castillo., ProFatigue: A software program for probabilistic assessment of experimental fatigue data sets, Procedia Engineering, 74, (2014) 236–241 [13] E.
Seitl, Inspection based probabilistic modeling of fatigue crack progression, Procedia Engineering (2016) 145-152