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Analysis of the Shear Behavior of Fiber-Reinforced Foam Concrete Beams Using Non-Linear Finite Element Method Nizar Helmi1,a Mochammad Afifuddin2,b, Muttaqin Hasan2,c* 1Master’s Program, Department of Civil Engineering, Universitas Syiah Kuala, Banda Aceh 23111, Indonesia 2Department of Civil Engineering, Universitas Syiah Kuala, Banda Aceh 23111, Indonesia anizarhelmi@mhs.unsyiah.ac.id, bm.afifuddin@unsyiah.ac.id, cmuttaqin@unsyiah.ac.id, *Corresponding author Keywords: Fiber-Reinforced Foam Concrete Beams, shear capacity, finite element method, crack pattern.

Comparison of two approaches in reliability analysis for the network of Trentino’s Bridge Management System Yanchao Yue a, Jianxun Ma a, Jian Gao a, Daniele Zonta b and Matteo Pozzi c a Department of Civil Engineering, Xi'an Jiaotong University, Xi’an, China a Xi'an Jiaotong University, Civil Engineering, West Xianning Road No.28, Xi'an, Shannxi, CN 710049 a yuey@mail.xjtu.edu.cn Keywords: network, connectivity reliability, Monte Carlo simulation, ORDER algorithm, bridge management system.

Possibilities of Development of Thermal Insulating Materials based on Waste Textile Fibers SEDLMAJER Martin1,a *, ZACH Jiri1,b and HROUDOVA Jitka1,c 1Brno University of Technology, Faculty of Civil Engineering, Institute of Technology of Building Materials and Components, Veveri 331/95, 602 00 Brno, Czech Republic asedlmajer.m@fce.vutbr.cz, bzach.j@fce.vutbr.cz, chroudova.j@fce.vutbr.cz Keywords: Thermal insulating materials, thermal conductivity, textile fibers, mechanical properties, dynamic stiffness.
Finally it is possible to state, that insulation materials based of textile fibers have big potential in area of civil engineering.

Application of a-SiO2 Rich Additives in Cement Paste Jaroslav Pokorný1,a, Milena Pavlíková1,b, Eva Navrátilová2,c, Pavla Rovnaníková2,d, Zbyšek Pavlík1,e and Robert Černý1,f * 1Czech Technical University in Prague, Faculty of Civil Engineering, Thákurova 7, 166 29 Prague, Czech Republic 2Brno University of Technology, Faculty of Civil Engineering, Veveří 331/95, 602 00 Brno, Czech Republic ajaroslav.pokorny@fsv.cvut.cz, bmilena.pavlikova@fsv.cvut.cz, cnavratilovae1@study.fce.vutbr.cz, drovnanikova.p@fce.vutbr.cz, epavlikz@fsv.cvut.cz, fcernyr@fsv.cvut.cz *corresponding author Keywords: Amorphous silica (a-SiO2), Fine grained material, Pozzolanic activity, Cement paste, Chemical composition, Setting time, Mechanical and basic physical properties.

Axial Pile Capacity Prediction Obtained from Environmental Friendly Jack-In Piling Test on Clayey Soil YUSEP Muslih Purwana1*), NIKEN Silmi Surjandari1), HARYANTO Wahyu2) 1)GeoScience Reserch Group, Civil Engineering Dept, University of SebelasMaret Surakarta 2)Soil Mechanics Laboratory, Civil Engineering Dept, University of SebelasMaret Surakarta Email:1)ymuslih@yahoo.com; 1)nikensilmisurjandari@gmail.com; 2)haryantows11@gmail.com Keyword: correlation, environmental friendly, jack-in pile, ultimate pile bearing capacity Abstract.

Seismic behavior evaluation of semi-rigid steel frames with EEP connections under the near-fault earthquakes Miaad Najdian1, a, Mohsen Izadinia2, b 1Department of Civil engineering, Bushehr Branch, Islamic Azad University, bushehr, Iran 2Department of Civil engineering, Najaf Abad Branch, Islamic Azad University, Isfahan, Iran amiaadnajdian@gmail.com, bizadinia@iaun.ac.ir Keywords: EEP semi-rigid connections, near fault earthquakes, time history analysis, perform 3D.

Simulative Analysis for Reinforced Concrete Face Rockfill Dam of Qianqiao Reservoir Dongyu Ji1,a，Wenliang Ma2,b 1Department of Civil Engineering, Hunan Urban Construction College, Xiangtan, Hunan, 411101, China 2School of Civil Engineering and Communication, North China University of Water Resources and Electric Power, Zhengzhou, Henan, 450011, China ahnjdy@126.com, bhljmwl@126.com Keywords: Qianqiao Reservoir, Face Rockfill Dam, Simulation Analysis.

Study on Fatigue Characteristic of Double Block Ballastless Track under Coupling Loads ZENG Zhipinga, Wang Xuesongb, CHEN Wenrongc School of Civil Engineering, Central South University, Changsha, Hunan Province, P.R.China, 410075 ahzzp7475@126.com, bpane0508@yahoo.com.cn, c857882039@qq.com Keywords: Coupling loads.
China Civil Engineering Journal, Vol. 32(1999), p. 10-14.

The Study on Force Behavior of Concrete Filled Steel Tube Lattice Wind Turbine Tower with Three Limb Columns Yang Wen1, 2, a 1 Civil &Environmental Engineering School; Beijing University of Science and Technology; Beijing 100083, China 2 The College of Civil Engineering, Inner Mongolia University of Science and Technology, Baotou 014010,China awenyangalbert@163.com Keywords: Concrete-filled steel tube, Lattice type, Three limb columns, Wind-driven generator tower, Stress performance Abstract: This paper refers to currently the 1.5MW cone tube type wind-driven generator tower, design the model of the concrete-filled steel tube wind turbine tower with three limb columns, and research on the force performance, such as the change of internal force, the process of failure, hysteretic behavior, bearing capacity, ductility and energy dissipation capacity by the pseudo-static experiment on the scale model of wind turbine tower.

Numerical Simulation of Ship-bridge Collision Based on LS-DYNA Technique Li Tian a, Cong Zhub School of Civil Engineering, Tianjin University, Tianjin 300072, China altian@tju.edu.cn, bzpyc01@163.com Key words: ship-bridge collision, numerical simulation, soil-pile dynamic interaction, dynamic response analysis, energy dissipation Abstract.
Zheng and H.GAO: Journal of Architecture and Civil Engineering, In Chinese, Vol.24 (2007), p. 1-5 [7] American Association of State Highway and Transportation Official: Guide Specifications and Commentary for Vessel Collision Design of Highway Bridges, Washington D.C, (1991)