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Testing the Long-Term Flexural Behaviour of FRC with Synthetic Fibres Josef Fládr1,a *, Iva Broukalová1,b 1Faculty of Civil Engineering CTU in Prague, Thákurova 7, 166 29 Praha 6, Czech Republic a josef.fladr@fsv.cvut.cz, b iva.broukalova@fsv.cvut.cz Keywords: Fibre Reinforced Concrete, Synthetic Fibres, Creep, Long-Term Loading.
Vašková, Konstrukční prvky z vyztuženého vláknobetonu, habilitation thesis, Faculty of Civil Engineering, CTU Prague, 2011 [2] J.

Critical Force Analysis of Thin-Walled Symmetrical Open-Section Beams ŠIMIĆ PENAVA Diana 1, a *, BANIČEK Maja 2,b 1Faculty of Civil Engineering, University of Zagreb, Kačićeva 26, 10000 Zagreb, Croatia 2PROKON, Varaždinska ulica, I odvojak 13, Jalkovec, 42000 Varaždin, Croatia a *dianas@grad.hr, bmayabanicek@gmail.com Keywords: Critical Force, Stability, C-section Profile, Laterally Unrestrained, Finite Element Method.
Šimić, The Theory of Thin-Walled Rods with Open Cross Section, Faculty of Civil engineering, University of Zagreb, Manualia Universitatis studiorum Zagrabiensis, Zagreb, Croatia, 2008

Tanasoglo1,c 1Donbass National Academy of Civil Engineering and Architecture, 2, Derzhavina str., Makeevka, 86123, Ukraine, 2Moscow State (National Research) University of Civil Engineering, 26, Yaroslavskoye Shosse, Moscow, 129337, Russian Federation aFomenko_SA@mail.ru, bgarigo@mail.ru, ca.v.tan@mail.ru Keywords: rigid bus, eddy excitation of wind, oscillation damper, differential equations of transverse oscillations.

Effect of polypropylene fibers on the toughness of concrete materials Shiping Zhang1, a, Binghua Zhao1,b 1Department of Architecture Civil Engineering, Nanjing Institute of Technology, Nanjing, China azhangshiping1982@gmail.com, bzhbh@njit.edu.cn Keywords: Polypropylene fiber; Strength; Cracking resistance; Toughness Abstract.
BK 2011690) and State Key Laboratory of High Performance Civil Engineering Materials ( No. 2010CEM019).

Chloride Ion Diffusion of Phosphoaluminate Cement Concrete Ding Zhu1, a , Xing Feng1, Zhang Ming 2,b , Liu Peng2, c 1 College of Civil Engineering, Shenzhen University, Shenzhen , 518060, China 2 Schoole of Civil Engineering and Architecture, Central South University , Changsha , 410075 , China a email: dz3693@126.com, bemail:zhangmingjob@sina.com, clop868@163.com Keywords: Phosphoaluminate cement; diffusion coefficient; chloride ion; concrete; durability Abstract.

Modeling Slump Flow of Concrete using Genetic Programming Hsun-Hsin Hsu1, a, Li Chen1*,b , Chang-Huan Kou1,c and Chang-Hung Chiu1,d 1 Department of Civil Engineering, Chung Hua University, Hsinchu, Taiwan 30012, R.O.C.
Journal of Computing in Civil Engineering, ASCE, 17(4) (2003), p. 290-294 [7] J.

Parameters optimization of sliding base-isolation structure under the action of coupling earthquake Yannian Zhang 1,2,a, Yuanqing Wang 2,b, Yongjiu Shi 2,c 1 School of Civil Engineering, Shenyang Jian Zhu University, Shenyang 110168, China 2 Department of Civil Engineering, Tsinghua University, Beijing 100084, China azyntiger@163.com, bwang-yq@mail.tsinghua.edu.cn, cshiyj@mail.tsinghua.edu.cn Keywords: vibration control, sliding base-isolation structure, coupling effect of earthquake, structural optimization, genetic algorithm.
Bulletin of Earthquake Engineering, 2007, 5(4): 491-509
Bulletin of Earthquake Engineering, 2009, 7(9): 637-659
Earthquake Resistant Engineering, 2000, 3(1):24-29
[8] Yannian Zhang, Hongnan Li.China Civil Engineering Journal, 2007, 40(8):8-16

China ²State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, PR China ajzx@ tongji.edu.cn, bw24548150@qq.com Keywords: Recycled aggregate concrete block masonry building, man-made damage, shaking table tests, seismic behavior Abstract.
Lei, Carbonation model and structural durability design for recycled concrete, Journal of Architecture and Civil Engineering. 25 (2008) 66-72.
Qi, The fatigue strength prediction according to the static strength distribution of recycled aggregate concrete, Journal of Architecture and Civil Engineering. 27 (2010), in press.
Huang, Compressive performance of concrete hollow block masonry with recycled aggregates, Structural Engineers. 22 (2006) 68-71.
Journal of Sichuan University (Engineering Science Edition). 41 (2009) 202-208.

Research on Shield Crossing the Dense Buildings in Shallow Soil Covering Chunmei Xu1,a,Lu Chen2,b,Yuancai Liu3,c, 1Dept. of Civil Engineering, Shouthwest Forestry University, China 2Graduate Student, Dept. of Civil Engineering, Shouthwest Forestry University, China 3Corresponding Author, Dept. of Civil Engineering, Shouthwest Forestry University, China achunmeiyn@163.com, bclare880313@163.com, cyuancailiu@126.com Keywords: shield; subway; tunneling; segment; settlement Abstract: Combine with the practice of Kunming city first-phase subway project construction, detailedly introduce the success construction experiences of shield crossing the dense buildings in the unfavorable conditions of shallow soil covering, big gradient, curve in small radius, complex geological condition and upgrade excavation etc. in the paper.
Engineering geological conditions The terrain of the shield -driven running tunnel is relatively flat.
Acknowledgements This article is jointly funded by the provincial special major project of forest engineering (project number:501035), the experimental teaching center of provincial structural engineering (project number:501042), and the key discipline project of forest engineering in SWFU (project number:47002801).
Chinese Journal of Rock Mechanics and Engineering,2007.10 [4] Jiangan Dong, Yun Wang.

Progressive Deformation on Defective Pile Reinforced Slope Shiwei Hou1,a*, Shihe Ma1,b, Xuli Liu1,c and Ying Liu1,d 1School of Civil Engineering, Shenyang Jianzhu University, Shenyang 110168, China ahsw1375@126.com, b865259103@qq.com, c649445620@qq.com, d905582535@qq.com Keywords: Reinforced slope, Defective pile, Strength reduction method, Numerical simulation Abstract.
Introduction Pile foundation with its engineering quality and performance has been found to perform well during construction of engineering structure [1].
Civil Mech.
Defective pile engineering properties and treatment measures.
Advances in Civil, Environmental, and Matericals Research & The 2016 Structures Congress.