Search results

Koželužská 2450/4, 180 00 Prague 8 and CTU in Prague, Czech Republic 2Faculty of Civil Engineering, CTU in Prague, Thákurova 7, 166 29 Prague 6, Czech Republic 3TBG Metrostav, s.r.o.
Structural Engineering International, 23 (4), IABSE (2013), pp. 450-457 [7] Graybeal, B., Haber, Z., Ultra-High-Performance Concrete for Bridge Deck Overlays.

Assessment of Chemical Resistance of Polymer Repair Mortars Radek Hermann1,a, Jana Majerová1,b, Rostislav Drochytka1,c and Petr Figala1,d 1,2,3,4 Faculty of civil engineering, Brno University of Technology, Veveří 331/95, Czech Republic ahermann.r@fce.vutbr.cz, bmajerova.j@fce.vutbr.cz, cdrochytka.r@fce.vutbr.cz, dfigala.p@fce.vutbr.cz Keywords: repair mortar, adhesive, polymer, epoxy, vinyl ester Abstract.
Keprdová, “Effect of Specimen Geometry on Selected Physical and Mechanical Properties of Epoxy-Based Building Materials”, Key Engineering Materials, vol. 868 (2020), 24-31

Numerical Analysis of Hybrid Fibre-Reinforced Concrete Beam-Column Joint Pallab Das1,a*, Laiphrakpam Indrajit Singh2,b 1National Institute of Technology, Silchar, 788010, Assam, India 2National Institute of Technology, Silchar, 788010, Assam, India a*pallab@civil.nits.ac.in, bindrajitlpk@gmail.com Keywords beam-column joint, hybrid fibre reinforced concrete, numerical concrete model, ANSYS, static, reverse cyclic, energy dissipation, stiffness, crack Abstract.
Structural Engineering and mechanics 23.5; 2006
Seismic Preceding of Institute of Civil Engineers Structure and Buildings, pp. 91-101; 2008

Entity Finite Element Simulation of Steel-concrete Composite Cable-stayed Bridge Yufeng XU1,2, a 1 School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510640, China 2 State Key Laboratory of Subtropical Building Science, South China University of Technology, Guangzhou 510640, China a Xuyf@scut.edu.cn Keywords: entity finite element simulation, steel-concrete composite, cable-stayed bridge, shrinkage and creep effect.
The finite element simulation is an engineering technology developed with the development of computer technologies, which is also an important development direction of structure design and analysis in the future.
a) Tensile force in location 1 b) Tensile force in location 2 Fig.17 Stress distribution of top concrete slab under combination action a) Compressive pressure in location 5 b) Compressive pressure in location 6 Fig.18 Stress distribution of bottom steel under combination action Fig.19 Stress distribution of compressive pressure of bottom tower in location 9 under combination action Conclusions The exquisite finite element simulation analysis is an engineering calculation technology developed with the rapid development of computer hardware and software technology and perfect of general finite element software.

Vibration Analysis of a Moving Truck on a Long Span RC Culvert Shui-Sheng Chen1, a 1 Dept. of Civil Engrg., East China Jiaotong University, Nanchang, Jiangxi, 330013, China.
Finite-Element Modeling and Analysis of Reinforced Concrete Box Culverts, Journal of Transporation Engineering, Vol.135(2009), p. 121-128 [3] Sun L., Hopkins, T.
The Proceedings of the 13th Annual Great Lakes Geotechnical and Geo-environmental Engineering Conference (GLGGC), Milwaukee, Wisconsin, May 13 [4] Kyong Y.

Effect of Geotextile and Prefabricated Vertical Drains Used in Soft Soil Foundation Jiequn Liu1, a, Jinlong Liu2, b 1Department of Computer Science & Technology, Hefei University, Hefei 230022, China; 2Department of Civil Engineering, Hefei University, Hefei 230022, China; aljq1009p@126.com, balnile@163.com Keywords: Nonlinear Finite Element Method; Geotextile; Prefabricated Vertical Drains; Soft Soil Foundation; Consolidation Abstract.
Mechanics In Engineering, vol.24(2002), No.1, P.9.

It was from the Research Institute of Engineering Mechanics of China Earthquake Administration.
Lu: China Civil Engineering Journal, Vol. 33 (2000), p. 35.

Study on Properties of Self-compacting Concrete with Recycled Powder Hongzhu Quan School of Civil Engineering, Qingdao Agricultural University, Qingdao, Shandong, 266109, China quanhz719@yahoo.com.cn Keywords: Recycled powder, Self-compacting concrete, Compressive strength, Drying shrinkage.
References [1] Hongzhu Quan, Hideo Kasami: Experimental Study on Effects of Adhered Mortar Content on Quality of Recycled Coarse Aggregate and Properties of Concrete, Proceedings of the 2nd International Conference on Waste Engineering and Management, pp491-500, 2010.10 [2] H.Kasami, et.

Bacterial Particle Swarm Optimization Algorithm Ming Li a, Xueling Jib College of Communication, Machinery and Civil Engineering, Southwest Forestry University,Kunming,650224,China a swfu_lm@swfu.edu.cn, b jxl4404@126.com Keywords: PSO algorithm, bacterial individual, evolutionary mechanism, global optimum.
[5] Li Ming, Yang Cheng and Yang Chengwu: Published by Institute of Electrical and Electronics Engineers Inc.,445 Hoes Lane/P.O.Box 1331,Piscataway,NJ08855-1331,United States(2008),p.8738-8742

Effect of Fly Ash Content on Properties of Fly Ash - Coal Gangue Foam Concrete Cheping Wu1,a, Xingang Yu1,a, Yanna Gao1, Huaan Xiao2,b, Dejun LI3,c and Shisong Luo1 1College of Materials Science and Engineering, Chongqing University, Chongqing, 400044, P.
China 3School of Civil Engineering & Architecture, Chongqing Jiaotong University, Chongqing, 400074, P.