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Mechanical Properties of Steel Wire-Continuous Basalt Fiber Composite Plate (SBFCP) Under Monotonic Tensile Loading Yihua Zeng1, Gang Wu1, a, Zhishen Wu1, 2 and Wuqiang Feng1 1 Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast University, Nanjing, China 2 Department of Urban & Civil Engineering, Ibaraki University, Hitachi, Japan a Corresponding author, g.wu@seu.edu.cn Keywords: mechanical properties, BFRP, steel wire, SBFCP, volume ratio, composite pattern.
Introduction Due to the merits of fiber reinforced polymer (FRP) plate, such as high strength, light weight, ease of handing, and good resistance to corrosion, it has been extensively used in civil engineering as a strengthening material [1].

Effect of Steel Slag Powder on the Durability of High Performance Concrete Li Yunfeng, Liu Yang, Du Rongqiang, Kong Fanying College of Civil Engineering and Architecture, Shandong University of Science and Technology, Qingdao 266510, China hhliyunfeng@126.com Keywords: Concrete, durability.
Emmanuel, in: Proceeding of International Conference on Advances in Cement Based Materials and Applications in Civil Infrastructure (ACBM-ACI), edited by S.A.Rizwan and A.Ghaffar, A-One Publishers, Lahore-Pakistan (2007)
Yao, etc: Key Engineering Materials, Vol. 400-402 (2009), p. 415

Analysis of Creep Effects in a Concrete Beam Using Various Software TVRDA Katarina1, a *and DRIENOVSKA Jana1, b 1Slovak University of Technology in Bratislava, Faculty of Civil Engineering, Department of Structural Mechanics, Radlinskeho 11, SK-810 05 Bratislava, Slovakia akatarina.tvrda@stuba.sk, bjana.drienovska@stuba.sk Keywords: creep, deformation, viscoelasticity, beam Abstract.
In SCIA Engineer construction stages were created with the creep factor based on period of load.
Modeling of Nonlinear Problems Using SCIA ENGINEER Software In an engineering practice the strain of structures can be calculated also by software Scia Engineer.
Sumec, Elasticity and Plasticity in Civil Engineering, Bratislava, STU Publishing House, 2010.
[6] SCIA Engineer Help, Theoretical Manual

Research on Green Shipbuilding and Concurrent Green Ship Design Jin Li a, Hong Yi b and Yufang Zhang c 1School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiaotong University, Shanghai, 200240, China a cylijin@163.com, b yihong@sjtu.edu.cn, c zhangyufang@sjtu.edu.cn Keywords: Green shipbuilding, Concurrent engineering, Green design.
The combination of concurrent engineering and green design forms concurrent green ship design.
The design of concurrent engineering is an integrated product lifecycle-oriented design.
The essential difference between concurrent engineering and traditional sequential engineering is whether looking all aspects of entire development process as a whole or not.
Concurrent engineering avoids interference and repeat which appear in the sequential engineering, because the dynamic interactive and collaborative relations are not considered in traditional sequential engineering.

Influence of Rainfall Infiltration on Landslide Treatment Engineering Xinghua Xiang1,a, Zhiyuan li1,b ,Xiaoting Zhang1 1College of Architecture and Civil Engineering, Taiyuan University of Technology, Taiyuan, China a yyp_xxh@163.com, b 1628607391@qq.com Keywords: landslide; rainfall; stress distribution; sliding zone soil; drainage engineer Abstract.
Rainfall infiltration can induce landslides and influence engineering treatment effects.
Evaluation of Landslide Stability Analysis based on the engineering geological environment conditions, the basic characteristics of landslide (including the topological characteristics, structural characteristics, deformation and breakage characteristics of the landslide), and the monitoring data, etc. in the K31+160 ~ K31+460 section indicates that, this landslide mainly appears as a deep creep along the depth of 15 – 20 m at present but has not yet formed a uniform penetrating sliding surface.
Moreover, such kind of measure is more economic and suitable than other engineering measures.
References [1] The first Survey Design Institute, Ministry of Railway, Technical Manual of Railway Engineer Design (Subgrades).

STUDY ON BENDING BEHAVIOUR OF TRIANGULAR WEB PROFILE STEEL SECTION BY FINITE ELEMENT ANALYSIS Fatimah De’nan1,a, Nor Salwani Hashim2,b 1,2School of Civil Engineering, Universiti Sains Malaysia, Penang, Malaysia.
Seshadri, Shear strength of beams with corrugated webs, Journal of Structural Engineering ASCE, 122 (4) (1996) 390-398
Hamilton, Bending strength of steel beams with corrugated webs, Journal of Structural Engineering ASCE, 123 (6) (1997) 772-782
Cafolla, Local flange buckling in plate girders with corrugated webs, Proceedings of the Institution of Civil Engineers, Structures and Buildings, 122 (2) (1997) 148-56
Cafolla, Corrugated webs in plate girders for bridges, Proceedings of the Institution of Civil Engineers, Structures and Buildings, 122 (2) (1997) 157-64

Assessment Spectra for Structures subject to Passing Underground Trains Farhad Behnamfar1,a & Razieh Nikbakht2,b 1Department of Civil Engineering, Isfahan University of Technology, Esfahan 8415683111, Iran 2Graduate Student, Department of Civil Engineering, Islamic Azad University, Yazd, Iran afarhad@cc.iut.ac.ir, brazieh_nikbakht@yahoo.com Keywords: Underground tunnel, soil-tunnel interaction, surface vibrations, assessment spectra.
Eitzenberger, Train-induced Vibrations in Tunnels– A Review, Division of Mining and Geotechnical Engineering, Department of Civil, Mining and Environmental Engineering, Luleå University of Technology, Technical Report, 2008
Journal of Geotechnical and Geoenvironmental Engineering / June 2000
Soil Dynamics and Earthquake Engineering 23 (2003) 403–413
Vanini, Numerical prediction of low-frequency ground vibrations induced by high-speed trains at Ledsgaard, Sweden, Journal of Soil Dynamics and Earthquake Engineering, Vol. 23, pp. 425-433, 2003.

Master’s Program of Mechanical Engineering.
Civil structures along the time have been suffering damages that imply a reduction on it’s structural capacity, [1].
Proceedings, Edinburgh: Engineering Technics Press, 1999
Journal of Structural Engineering, v. 2, n. 65A, 1987, pp. 59-68 [9] G.F.F.
Leeming, Strengthening of reinforced concrete structures using externally bonded FRP composites in structural and civil engineering. 1°.ed.

Applicability of virtual reality in the study of environmental stress Xinxin Feng1, a，Jiabao Zhao 2,b*，Rongzhen Cui 3,c 1Beijing University of Civil Engineering and Architecture, China 2Beijing University of Civil Engineering and Architecture, China 3Beijing University of Civil Engineering and Architecture, China afengxinxin@bucea.edu.cn, bhaojiabaohao@163.com, ccrz246@126.com Keywords: Fire escape; Virtual reality; Unity 3D; High-rise building fire Abstract.
Human Factors Engineering also begun to study the stress response behavior under different environment of people.
It developed rapidly in recent years. [1]Common human factors engineering studies on environmental stress are: full-size physical test, similar to the model test simulation and virtual reality technology.
It had an important significance for study human factors and environmental stress by introducing people to study human factors engineering.
Mechanical Engineer, 2006 ( 2) : 22 － 24

Vertical loading test on the bearing capacity of large-diameter filling-piles in the Mudstone and Sandstone Foundation Hui Yang 1, a, Xueliang Jiang 2, b, Jun Fu 3 1School of Civil Engineering and mechanics, Central South University of Forestry and Technology, Changsha 410004 China 2School of Civil Engineering, Hunan City University, Yiyang 413000 ,China; 3Southwest Electric Power Design Institute, Chengdu 610021,china ayanghui-dd@163.com, biamjxl@tom.com.
Introduction Because the large-diameter （）filling-pile’s bearing capacity is big and its settlement, construction vibration and noise is small, it applies to many area in civil engineering.
In pile design, the bearing capacity was overrated and the potential safety hazard was left in some engineering and the bearing capacity was underrated in other engineering [1].
Engineering geological condition According to the geological condition, the large-diameter filling piles were adopted in electric factory cooling tower.
[8] Yang hui,Cao ping,Jiang Xue-liang,e,etc, Tests on vertical load bearing capacity of large-diameter filling piles in soils of mudstone and sandstone, Journal of disaster prevention and mitigation engineering , 5(2009)549-553.