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V.1,a*, Bennet Kuriakose2,b and Mini Mathew3,c 1*Department of Civil Engineering, Amal Jyothi College of Engineering, Kottayam, Kerala, India. 2Department of Civil Engineering, Indian Institute of Technology Madras, Chennai, India. 3 Department of Civil Engineering Amal Jyothi College of Engineering, Kottayam, Kerala, India.
Ghobarah [3] reviewed the developments of performance-based design in the field of structural engineering.
Struct. and Civil Engg.
Ghobarah, Performance-based design in earthquake engineering: state of development, Eng.
Wankhade, Study on soil-structure interaction: A review, International Journal of Engineering Research 5 (2016) 737-741

Karbhari: Durability of FRP Composites for Civil Infrastructure – Myth, Mystery or Reality, Advances in Structural Engineering, Vol.6, No.3, pp.243-255 (2003)
Zhang: Durability of FRP Concrete Bonds and Its Constituent Properties under the Influence of Moisture Conditions, Journal of Materials in Civil Engineering, Vol.27, No.2, A4014009 (2014)
Semenov: Fracture simulation of reinforced concrete structures with account of bond degradation and concrete cracking under steel corrosion, in: Advances in Civil Engineering and Building Materials, edited by Shuenn-Yih Chang, Suad Khalid Al Bahar and Jingying Zhao, pp. 233-237 (2012)

Optimal Control of An Oscillating Body Using the Adjoint Equation and ALE Finite Element Methods Hisaki SAWANOBORI1,a and Mutsuto KAWAHARA1,b 1 Department of Civil Engineering, Chuo University, Kasuga 1-13-27, Bunkyo-ku, Tokyo, Japan asawanobori-h@civil.chuo-u.ac.jp, bkawa@civil.chuo-u.ac.jp Keywords: Optimal control theory, Performance function, Adjoint equation, Weighted gradient method, ALE finite element method.
References [1] H.Okumura, J.Matsumoto and M.Kawahara, “Stabilized Bubble Element for An Incompressible Viscous Flow Analysis”, Journal of Applied Mechanics Vol.2, pp.211-222, 1999 [2] J.Matsumoto and M.Kawahara, “Stable Shape Identification for Fluid-Structure Interaction Problem Using MINI Element”, Journal of Applied Mechanics Vol. 3, pp. 263-274, 2000 [3] T.Nomura, “Application of predictor-corrector method to ALE finite element analysis of flow-structure interaction problems and associated computational techniques”, Journal of hydraulic, Journal of Hydraulic, Coastal and environmental Engineering, No.455/I-21, pp.55-63, 1992.10 [4] T.Nomura and T.J.Huges, “An arbitrary Lagrangian-Eulerian finite element method for interaction of fluid and a rigid body”, Comp.
Engrg., 95, pp.411-430, 1992 [5] Z.Qun and T.Hisada, “Investigations of the coupling method for FSI Analysis by FEM”, Transactions of the Japan Society of Mechanical Engineers, A67(662) pp,1555-1562 20011025.

Research on Influence of Chloride Ion in Sea Sand on The Performance of Concrete Guoliang Zhang1, a, Liwei Mo1, b ,Jianbin Chen1, c, Junzhe Liu1,d and Zhimin He1,e 1 School of Civil Engineering, Ningbo University, Ningbo 315211, Zhejiang, China a adam3731787@yahoo.com.cn,b498189431@qq.com, cPretty19878018@163.com, dliujunzhe@163.com,ezhiminhe@163.com Keywords: sea sand concrete , Content of chlorine ion, strength, desalted Abstract.
Journal of materials in civil engineering，2008(10):640-49
Journal of materials in civil engineering，2009(10):529-534

It has an important theory value for engineering application.
Introduction In recent years, concrete filled steel tube is being more and more widely used in high-rise buildings, industrial buildings, heavy structure, national defence engineering and highway Bridges and other structures[1].
Use of fiber reinforced composite materials for reinforced concrete, concrete filled steel tube, steel structure reinforcement has become a hot point of research and application in civil engineering at home and abroad.
Load carrying capacity of concrete filled CFRP-steel tubes under axial compression [J] .Engineering Mechanics, 2006, 23 (1) : 149 - 153 in Chinese [7] Changguang Zhang, Junhai Zhao, Hongbo Feng.Investigation on the load capacity of concrete filled CFRPsteel tube stub columns under axial compression [J] .
China Civil Engineering Journal, 2005, 38( 10) : 44- 48 in Chinese

Situation and Prospect of H-beam with Corrugated Web Xuan Liu1,a, Jinman Yan1,b and Renwei Hu1,c 1 Department of Civil Engineering, Shanghai University, Shanghai 200072, China aafie_kid1412@yahoo.com.cn, byanjinman1125@163.com.cn, ca7035838@163.com.cn Keywords: H-beam with corrugated web; bearing capacity; stability; finite element Abstract.
[9] Easley JT: Journal of the Structural Division: ASCE Vol. 101 (1975), p. 1403-1417 [10] Abbas HH: Analysis and Design of Corrugated Web I—girders for Bridges Using High Performance Steel (PhD Thesis, Dept. of Civil and Environmental Engineering, Lehigh University, 2003)
Calgary (AB): Dept. of Civil Engineering, University of Calgary; 1998)
[15] Sayed-Ahmed EY: Canadian Journal of Civil Engineering (2001), p. 656-672 [16] Richard Sause, Thomas N.
Choi, Hak-Eun Lee: Thin-Walled Structures Vol. 47 (2009), p. 21-30 [21] Zhe Zhang, Guoqiang Li, Feifei Sun: Engineering Mechanics Vol. 28 (2011), p. 77-82 [22] Yanlin Guo, Qinglin Zhang, Xiaoan Wang: China Civil Engineering Journal Vol. 43 (2010), p. 17-26 [23] Mohamed Elgaaly, Anand Seshadr: Journal of Structural Engineering Vol. 123 (1997), p. 783-791 [24] Ahmed salah El-Metwally: Prestressed Composite Girders with Corrugated Steel Webs (M.S.

STUDY ON STRESS-STRAIN RELATIONSHIP OF LOESS Han Bo 1,a, Liao Hong-jian 2,b , Pu Wuchuan 3,c , Xiao Zhenghua 4,d ¹Department of Civil Engineering, Xi'an Jiaotong University, Shaanxi, China 2 Department of Civil Engineering, Xi'an Jiaotong University, Shaanxi, China 3 Department of Civil Engineering, Xi'an Jiaotong University, Shaanxi, China 4 Collegd of Architectural Engineering, Xinjiang University, Urumqi, Xinjiang, China a han_bo961@163.com, bhjliao@mail.xjtu.edu.cn, c 17pupu@163.com, dxzh-70@163.com Key Word: loess, stress-strain relationship, strain softening, triaxial shear test Abstract.
The analytical results of this paper will have practical significance for geotechnique engineering in loess area. 1.
Many civil structures are constructed on loess, so it is essential to study the mechanical behavior of loess.
In practical engineering, more and more engineering problems related with the loess appear during the construction of road, tunnels and mine projects.
At present, the geotechnique engineers pay attention to study on the stress-strain relationship of loess.

Experimental Study of the Steel Type Buckling Restrained Braces Xiaodong Li a and Xiuli Wangb School of Civil Engineering, Lanzhou University of Technology, Lanzhou, Gansu, 730050, China alxd55555@tom.com, bwangxl@lut.cn Keywords: Steel Type Buckling Restrained Brace; Monotonic Loading; Cycle Repeated Loading; Hysteretic Behavior; Energy Dissipation.
Load test was conducted in the structure Hall of School of Civil Engineering, Lanzhou University of technology, and the 50t reaction frame of laboratory was used, a tension and compression jack was placed under specimen, loading device is shown in Fig.1.
Journal of Structural Engineering, 2004, 130(6): 880-894
Canadian Journal Of Civil Engineering,2001,28:823-836
China Civil Engineering Journal, 2006, 39(7): 9-14

The trial research of soil-water characteristic curves of unsaturated soil and its engineering application Cui ran-liu 1, a, Jin jun-guo 1, b 1 Department of Civil Engineering Luoyang Institute of Science and Technology Luoyang, China a liucuiran@163.com, b gjj2001616@126.com, Keywords: unsaturated soil; matrix suction; water content; soil-water characteristic curve; test research; engineering application Abstract.
These results are important to research the engineering properties of unsaturated soil.
Introduction Because of the existence of suction in unsaturated soil, there are many different engineering characters between unsaturated and saturated soil.
Therefore, it is important to establish the soil-water characteristic curve equation to research of the engineering properties of unsaturated soil.
This shows that engineering properties is affected by water content is very large in situation of natural water content. 3.

Arun Solomon3,d 1Department of Civil Engineering, RGM College of Engineering and Technology, Kurnool, India 2Department of Civil Engineering, Mohamed Sathak A J College of Engineering, Chennai, India 3Department of Civil Engineering, Audisankara College of Engineering & Technology, Gudur, India ajoelsheltonj@gmail.com, bmdizazsk@gmail.com, cdanielckarunya@gmail.com, darunsolomon.a@gmail.com Keywords: Displacement, Crippling load, ICF, Fiber, Plastic behaviour.
Engineering Structures 41 (2012): 320-334
Journal of Structural Engineering 137.10 (2011): 1075-1084
Journal of Materials in Civil Engineering 30.6 (2018): 06018006
International Journal of Civil Engineering and Technology 8, no. 1 (2017): 209-221