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Engineered Material Arresting System (EMAS) is the specified equipment used to prevent aircraft from overrunning.
The EMAS composed of foam concrete blocks is the professional ground equipment for arresting large civil aircraft as shown in Figure 1.
The resistance force is obtained firstly by engineering empirical formula, then it is compared with numerical calculation result.
Through iterative computations, when errors between the engineering and the numerical calculation result is less than a given value, the load on each wheel is finally determined.
The Tenth National Conference on Structural Engineering, Tao-Yuan, Taiwan, 1-3 Dec. 2010, Paper No. 196

Probability-based durability analysis of structural concrete under chloride salt environment Weihua Shi1,2, a, Zhiwu Yu1,b,Yachuan Kuang1,c and Chengbin He2 1School of Civil Engineering, Central South University, Changsha, Hunan, 410074, China 2 School of Civil Engineering, Hunan University of Science and Technology, Xiangtan, Hunan, 411201, China awhshi@hunst.edu.cn, bzhwyu@mail.csu.edu.cn, ckuangyachuan@mail.csu.edu.cn Keywords: durability, probability, corrosion, chloride, service life Abstract.
Furthermore, influences on corrosion probability of temperature and relative humidity are significant quietly and must be considered in practical engineering.
Furthermore, effect on corrosion probability of temperature and relative humidity are significant quietly and must be considered in practical engineering.
Vol. 36 (2011), p.151 [5] Dimitri V.Val, Pavel A.Trapper: Reliability Engineering and System Safety.

Introduction Soil is the most fundamental material in civil engineering, and it is composed of solid, liquid and gas.
References: [1]Allam: Geotechnical Engineering.
[4]Hawkins, A.B, McConnell, B.J.: Engineering Geology.
[5]Vásárhely, B.: Engineering Geology.
[8]Wang, J.B.: West-China Exploration Engineering.

Significance of fire resistance performance on the recycled concrete-filled steel tube Xiao Liu1, 2,a , Lei Zhao1,b 1 School of Architectural and Civil Engineering, Shenyang University, Shenyang, 110044,China 2 Department of Civil Engineering, Tsinghua University , Beijing , 100084,China a liuxiao19740701@sina.com, b 353293860@qq.com Keywords: concrete-filled steel tubes; recycled concrete; fire resistance performance.
Fig.2 Recycled coarse aggregate Fig.3 Recycled concrete But the mechanical properties, durability, deformation performance of recycled aggregate concrete is lower than that of ordinary concrete, the regenerated concrete structure performance has reduced in different degree when compared with ordinary concrete structure, which became the biggest obstacle when promote the application of the recycled concrete in engineering construction.
Fuzhou: civil engineering of fuzhou university, (2006). in Chinese

Application of the influence line on the bridge testing Runfeng Zhang1,a, Xianmin Zhang2,b and Chunxiang QI3,c 1 Lecturer, Airport College, Civil Aviation University of China, Tianjin China, 300300 2Professor, Airport College, Civil Aviation University of China, Tianjin China, 300300, 3Associate Professor, Airport College, Civil Aviation University of China, Tianjin China, 300300, aemail:rfzhang@cauc.edu.cn bemail:xmzhang@cauc.edu.cn cemail: cxqi@cauc.edu.cn Keywords: influence line, bridge testing, two-span continuous beam, crack depth, damage identification Abstract.
JOURNAL OF STRUCTURAL ENGINEERING, 2003, 260-267
JOURNAL OF STRUCTURAL ENGINEERING, 2006, 1691-1698
Engineering Mechanics supplement, 2002, 616-619
JOURNAL OF STRUCTURAL ENGINEERING, 1986, 112(7), 1692-1703

Effect of Kenaf Water Retting Process by Bacillus cereus on the pH of Retting Water Mohd Nazrin Othman1, a, Ramlah Mohd Tajuddin2,b Zakiah Ahmad3,c 1Faculty of Civil Engineering, University Teknologi MARA, Shah Alam, Selangor Malaysia 2 Faculty of Civil Engineering, University Teknologi MARA, Shah Alam, Selangor, Malaysia 3Institute of Infrastructure and Sustainable Engineering Management, Faculty of Civil Engineering, Shah Alam, Selangor, Malaysia anazrinoth88@yahoo.com, bramlah2007@gmail.com, czakiah@salam.uitm.edu.my Keywords: kenaf, water retting, Bacillus cereus, pH.

Effect of loading rate on the bonding strength between rebar and concrete Dongming Yan 1, 2, a and Genda Chen 3 1 Associate Professor, Anzhong Building A627, College of Civil Engineering and Architecture, Zhejiang University, Yuhangrang Road 866, Hangzhou, 310058, China. 2 Department of Civil and Hydraulic Engineering, Zhengzhou University, Kexue Road 100, Zhengzhou, 450001, China. 3 Professor, Department of Civil, Architectural, and Environmental Engineering, 328 Butler-Carlton Hall, Missouri University of Science and Technology, 1401 N.
For this reason, much attention to bond resistance has been received from lots of engineers and researchers all over the world since then [2] [3].

Buckling Analysis of Laminated Composite Beams by Using an Improved First Order Formulation Shammely Ayalaa, Augusto Vallejosb and Roman Arciniegac,* School of Civil Engineering, Universidad Peruana de Ciencias Aplicadas, Lima, Peru au201514754@upc.edu.pe, bu201514911@upc.edu.pe, croman.arciniega@upc.edu.pe Keywords: Improved first order beam theory, buckling analysis, finite element model, stability, laminated composite materials.
Laminated composites are replacing some conventional isotropic structures in Mechanical and Civil engineering [3].
The variable are the reduced stiffness constant in function of independent material properties in three dimensions, given by (7) It is worth mentioning that the engineering constants are Poisson modulus , shear modulus and Young’s modulus .
Arciniega, Mechanical and thermal buckling of ceramic–metal plates, in: Woodhead Publishing Series in Civil and Structural Engineering, Woodhead Analysis and Design of Plated Structures, Eds.

Damage Detection with FBG Sensors for Pre-Stress Concrete Girders Seong-Cheol Lee1, a *, Kyung-Joon Shin2, b, Jae-Min Kim3, c, Hwanwoo Lee4, d 1Department of NPP Engineering, KEPCO International Nuclear Graduate School, South Korea 2Department of Civil Engineering, Chungnam National University, South Korea 3Department of Marine and Civil Engineering, Chonnam National University, South Korea 4Department of Civil Engineering, Pukyong National University, South Korea asclee@kings.ac.kr, bkjshin@cnu.ac.kr, cjm4kim@chonnam.ac.kr, dhwanwoo@pknu.ac.kr Keywords: Smart tendon, FBG, Pre-stress concrete, Shear Abstract.

Post-cracking steel fiber reinforced concrete slabs with subsoil interaction Daniel Pieszka1,a *, Karel Kubečka1,b and Ivan Kološ2,c 1VSB-Technical University of Ostrava, Faculty of Civil Engineering, Department of Building Constructions, L.
Podeste 1875, 708 33 Ostrava Poruba, Czech Republic 2VSB-Technical University of Ostrava, Faculty of Civil Engineering, Department of Structural Mechanics, L.
Investigation of fracture and electrical resistivity parameters of cementitious composite for their utilization in deterioration models (2014) Key Engineering Materials  577-578  pp. 265-268  DOI: 10.4028/www.scientific.net/KEM.577-578.265 [2] V.
Comparison of alternatives for remodelling of laboratory tests of concrete (2009) Proceedings of the 12th International Conference on Civil, Structural and Environmental Engineering Computing, ISBN 978-190508830-0  [4] S.