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Relaxation of Structural Concrete due to its Shrinkage in Terms of Age-Adjusted Effective Modulus Method Lukáš Zvolánek1, a *, Ivailo Terzijski1, b 1Faculty of Civil Engineering BUT, Veveří 331/95, 602 00 Brno, Czech Republic azvolanek.l@fce.vutbr.cz, bterzijski.i@fce.vutbr.cz Keywords: Relaxation, Tensile creep, Ageing coefficient, Ring-test Abstract.
Ostrava: Technical University of Ostrava, Faculty of Civil Engineering, 2014.

Performance of Asphalt Mixture Used for Asphalt Treated Base of Perpetual Pavements FuMing Liu1,a , DuanYi Wang2,b 1Department of Civil Engineering, NanChang Institute of Technology, NanChang, China 330099 2Department of Civil and Transportation, South China University of Technology, GuangZhou, China 510640 aemail: yancyliufuming@163.com, bemail: tcdywang@scut.edu.cn Keywords: Asphalt mixture; Performance tests; High asphalt content; Asphalt treated base.
Standard Test Methods of Bitumen and Bituminous Mixtures for Highway Engineering (JTJ 052-2000),The People’s Communications Press, Beijing. (2000)

Chen2,b 1 School of Civil Engineering, Hunan University, Changsha, Hunan 410082, China 2 Department of Civil Engineering and Architecture, University of Foshan, 18 Jiang Wan Road, Foshan, Guangdong 528000, China a qizhi@fosu.edu.cn, b chenyj1310@163.com Keywords: Curved box girder; Shear lag; Geometric nonlinearity; Spline function Abstract.

Utilization of Plasma Treated Polymeric Macro-Fibers as Reinforcement in Concrete Constructions TREJBAL Jan1,a,∗, FLÁDR Josef1,b and KOPECKÝ Lubomír1,c 1Czech Technical University in Prague, Faculty of Civil Engineering, Thákurova 7, 166 29 Prague, Czech Republic ajan.trejbal@fsv.cvut.cz, bjosef.fladr@fsv.cvut.cz, clubomir.kopecky@fsv.cvut.cz Keywords: Polymeric Fibers; Fiber Reinforcement; Plasma Treatment; Concrete; Post-Cracking Response.
Ryparové (Eds.), Nanomaterials and nanotechnology in civil engineering, Praha, 2015, pp. 90-95

Analysis of Nonlinear Buckling of a Long-span Elliptic Paraboloid Suspended Dome Structure Zhengrong Jiang1,2,a, Kairong Shi1,2,b, Xiaonan Gao1,c and Qingjun Chen1,2,d 1School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510640, China; 2State Key Laboratory of Subtropical Building Science, South China University of Technology, Guangzhou 510640, China azhrjiang@scut.edu.cn, bkrshi@scut.edu.cn, cgaoxiaodi0535@163.com, dqjchen@scut.edu.cn Keywords: elliptic paraboloid；suspended dome; nonlinear buckling; initial geometric imperfection Abstract.
Cai, Analysis of nonlinear buckling and construction simulation for an elliptic paraboloid radial beam string structure, China Civil Engineering Journal. 44 (2011) 1-8

The Contrast Studies on High- Strength Bolts in Slip-Critical Connections between the Chinese and American Steel Structure Design Codes Cong Huang 1, a, Wanli Pu 1,b 1 School of Civil Engineering & Architecture, Southwest Petroleum University, China acong.0221@163.com, b623462158@qq.com Keywords: Steel Structure, Codes, High- Strength Bolts in Slip-Critical Connections, Contrast Studies.
Slip-critical joints, therefore, have a low probability of slip at anything during the life of the structure [3].With the advantages of connecting closely, small shear deformation, load carrying capability, removable, resistance to fatigue and difficult to loosen under dynamic loading, slip-critical connections are widespread used in the bridges, industrial and civil structures[4].The steel structural design codes include provisions on the limitations and calculation of high- strength bolts in slip-critical connections.
The use of other values may be approved by the engineer record.

Effect of the Combination of Calcined Shale and Pozzolanic Materials on Compressive Strength of Concrete An Cheng1, a, Wei-Ting Lin1,2,b, Sao-Jeng Chao1, c, Hui-Mi Hsu1, d, Chih-Cheng Huang2, e 1 Department of Civil Engineering, National Ilan University, Ilan, Taiwan, R.O.C. 2 Institute of Nuclear Energy Research, Atomic Energy Council, Taoyuan Yuan, Taiwan, R.O.C.
Introduction Concrete is widely applied in civil and architecture structures for many years.
Huang, Influence of Polyolefin Fibers on the Engineering Properties of Cement-based Composites Containing Silica Fume, Mater.

Construction Site Noise and its Influence on Protected Area of the Existing Buildings Radka Kantová1,a* and Vít Motyčka1,b 1 Brno University of Technology Brno, Faculty of Civil Engineering, Institute of Technology, Mechanization and Construction Management, Veveří 331/95, 602 00 Brno, Czech republic akantova.r@fce.vutbr.cz, bmotycka.v@fce.vutbr.cz Keywords: Noise, Traffic, Building, Noise Limits, Acoustic Pressure, Noise Intensity, Building Machines, Machine, Mechanization, Construction, Noise Intensity, Noise and Vibration.
The formation of these graphs is engaged in group problem solving specific research of Faculty of Civil Engineering, Brno University of Technology.

Internal force and deflection calculation of a kind of cellular hollow flat slab floor Jinsheng Han1, a, Shuping Cong1, b 1 School of Civil Engineering and Architecture, Shandong University of Science and Technology, Qingdao 266510, P.
Acknowledgements This work was financially supported by the Promotive Research Foundation for Excellent Young and Middle-aged Scientists of Shandong Province (BS2010SF022), and Shandong provincial Key Laboratory of Civil Engineering Disaster Prevention and Mitigation (Shandong University of Science and Technology) References [1] Gao Zhongxue, Cheng Wenrang, Chen Deiwen, Xu Deng: Special Structures Vol. 19(2002), p.45 [2] Ye Lieping.

Application of Seismic Energy Dissipation Approach to Curved Continuous Girder Bridge Xingjun Qi1,a, Yi Liu2,b, Chunhui Zhang3,c 1School of Civil Engineering, Shandong Jianzhu University, Shandong Jinan 250101, China 2Institution of survey and design for highway, Shandong Liaocheng 252000, China 3School of Civil Engineering, Shandong Jianzhu University, Shandong Jinan 250101, China aqxj123@163.com, bxiaoyi_84@163.com, czhangchunhui801329@163.com Keywords: Curved continuous girder bridge; E-steel dampers; Viscous dampers; Friction pendulum bearing; Lead rubber bearing Abstract: Under earthquake action there are irregular rotating displacements in the curved girder bridge, and the effective seismic mitigation method for curved bridge need to be systematically studied.