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Mechanical Analysis on Reinforced Concrete Beams Under Salt Fog Corrosion Test Xikang Yan 1,2, a, Zhanwei Li1, b, Pei Chen 1,2, June Liu 1 1School of Civil Engineering, Hebei University of Technology, Tianjin, China 2Civil Engineering Technology Research Center of Hebei, Tianjin, China atjsyxk@126.com, blizhanwei1@126.com Keywords: Salt fog corrosion; Mechanical property; Cracking load; Test research.
Engineering Mechanics, 2010, Vol. 27, No. 9: p. (209－215).
Journal of Hydraulic Engineering, 1995(2): p. (12－14).

Experimental Study on Compound Binding Material of Alkali Activated Metakaolin and Ground Granulated Blast Furnace Slag Yongjia He1, a, Linnu Lu 2,b and Shuguang Hu 1,c 1 School of materials science and engineering,Wuhan university of technology, Wuhan,China 2 School of Science, Wuhan University of Technology, Wuhan, China ayjhe2010@gmail.com, blln@whut.edu.cn, chsg@whut.edu.cn Keywords: alkali activate, metakaolin, GGBFS, compound binding material Abstract.
In 1957, Glykhovsky prepared a new binding material named with soil cement based on the aluminium silicate and rich-alkali industrial solid waste [3], and alkali activate binding material system including its composition, reaction mechanism, and engineering property was deep investigated [4-6].
To make clear this problem, compound binding material was prepared by the alkali activation of metakaolin and ground blast furnace slag, and its hydration mechanism, microstructure characteristic and engineering properties were investigated.
Degree Thesis, Civil Engineering Institute,Kiev, Ukraine(1965) [5] V.D.

The Effect of Seismic Design Methods on Design Eccentricities in Building with Planar Irregularities Kwang-Ho Lee1,a, Seong-Hoon Jeong1,b, Seongwoo Han1,c, Kang Su Kim2,d 1Department of Architectural Engineering, Inha University, Incheon, 402-751, Korea 2Department of Architectural Engineering, University of Seoul, Seoul, 130-743, Korea aartendtech@inha.edu, bjeong@inha.ac.kr, cshan@inha.ac.kr, dkangkim@uos.ac.kr (Corresponding Author) Keywords: Torsional amplification factor, Inherent eccentricity, Accidental eccentricity, Design Codes, Torsional dynamic amplification Abstract Seismic provisions have utilized design eccentricities to reduce planar irregularities in lateral stiffness of buildings.
(Grant number: 2012-R1A1A2044490) References [1] Architectural Institute of Korea: Korean building code, KBC (2009) [2] American Society of Civil Engineers: Minimum design loads for buildings and other structures, ASCE 7 (2010) [3] Structural Engineers and Association of California: Recommended lateral force requirements and commentary (1988) [4] International Conference of Building Officials: Uniform building code, UBC (1997) [5] Federal Emergency Management Agency: NEHRP guidelines for the seismic rehabilitation of buildings, FEMA 273 (1997) [6] Federal Emergency Management Agency: NEHRP recommended provisions for seismic regulations for new buildings and other structures, FEMA 302 (1997) [7] Federal Emergency Management Agency: Prestandard and commentary for the seismic rehabilitation of buildings, FEMA 356 (2000) [8] Federal Emergency Management Agency: NEHRP recommended provisions for seismic regulations for new buildings and other structures, FEMA 368 (2000) [9] Architectural

ANSYS-Based Study in the New Composite Beam for Effective Flange Width Mengzhou Lv1,a, Hanchen Guo1,b and Feng Tian1,c 1College of Aerospace and Civil Engineering,Harbin Engineering University, Harbin 150001,Heilongjiang,China almz616@sina.com, btoonsland@live.cn, c418333373@qq.com Keywords: U-section steel-encased concrete composite beam; Effective flange width; Finite element analysis.
The Eighth International Symposium on Structural Engineering for Young Expert [C].
Engineering Journal(AISC),1971,8(2):55-64

Deformation-based Nonlinear Finite Element Analysis of Steel High Performance Concrete Structural Walls Kai-Ze Ma School of Architecture Engineering, Chang’an University, Xi’an,Shaanxi 710055,China ; atopmkz@126.com Keywords:　 Steel high performance reinforced concrete structural walls, Finite element, Deformation, Bearing capacity, Stirrup characteristic values.
However, due to the brittleness of high-strength concrete, many engineers are still reluctant to it in structures The SRC structural walls are a new form of steel-concrete composite structural walls, which are used to resist the lateral loads in high-rise buildings and super high-rise buildings.
EXPERIMENT PROGRAM From an experiment series carried out at School of Civil Engineering, Xi’an University of Architecture and Technology, three SHPRC structural walls are selected for the verification of the FE models.
Journal of Engineering Mechanics, 124, (8):892-900

Al-Shamaa1,c 1Civil Engineering Department, University of Baghdad, Baghdad, Iraq 2Department of Civil Engineering, University of Technology, Baghdad, /Iraq aIkram_f_mulla@yahoo.com, baalrahamy@yahoo.com, cmushriqf@coeng.uobaghdad.edu.iq Keywords: Water absorption polymers, Portland limestone cement, drying shrinkage.
Naik and B Pai, Use of Superabsorbent Polymer Powder in Internal Cured Concrete, International Research Journal of Engineering and Technology, 2 2015 1593-1595
Ahmed, Compressive strength of concrete containing water absorption polymer balls, Kufa Journal of Engineering, 8(2) 2017 42-52

Multi-objective Optimization Design of Hybrid Structure Shansuo ZHENG1,a, Zhiqiang LI2,b, Yi HU3,c, Qinglin TAO4,d and Wei WANG5,e School of Civil Engineering, Xi'an University of Architecture and Technology, Xi’an 710055, China azhengshansuo@263.net; bzhiqiangli2023@163.com; chuyi6570@163.com dtql6551@163.com; ewangweiwei1881@126.com Keywords: hybrid structure; steel reinforced concrete; multi-objective optimization Abstract: The primary goal of failure modes-based optimization design which is to study the performance of structure without shocking absorption device is to transform the non-ideal failure modes of structure into the ideal failure modes, and then a small probability of the structure damage can be obtained.
-K: J. of Earthquake Engineer and Structural Dynamics. 33(3), 929–950 (2004) [2] Lei Xu, Yanglin Gong, and Donald E.
Grierson: J. of Structure Engineer. 132(2), 277-286 (2006) [3] Li Gang, Cheng Gengdong: J. of Computational Mechanics 19(2), 127-131 (2002) [4] Min CHEN.
China 2010) [5] Shansuo ZHENG, Zhiqiang LI: J. of Key Engineering Materials. 450, 219-222 (2011) [6] Code for seismic design of buildings, GB 50011-2001

Albuquerque2,c, P.M.S.T. de Castro1,d 1Department of Mechanical Engineering, FEUP, Porto, Portugal 2Department of Civil Engineering, FEUP, Porto, Portugal avalentin@fe.up.pt, bem05104@fe.up.pt, ccarlos.albuquerque@fe.up.pt, dptcastro@fe.up.pt Keywords: striation spacing; fatigue crack growth; steel weldments.
Richter-Trummer and P.M.S.T. de Castro, ‘Through the thickness measurement of residual stress in a thick welded steel CT specimen by the contour method’, Journal of Strain Analysis for Engineering Design, vol. 46 (4), 2011, pp. 315-322 [3] R.
Miranda, “Study of Fatigue Crack Propagation in Metallic Structures”, Mechanical Engineering Masters dissertation, Faculdade de Engenharia da Universidade do Porto, July 2010 [4] J.L.

Numerical Simulation and Model Test on Hydraulic Characteristics of Long-Distance Inverted Siphon Juan Li1,a, Zhenwei Mu1,band Lin Li1,c 1College of Water Conservancy and Civil Engineering, Xinjiang Agricultural University, Urumqi, Xinjiang 830052, China ahome.hstlg@163.com,bxjmzw@sohu.com (corresponding author),clilin_xjau@163.com Keywords: Long distance, inverted siphon, model test, Numerical simulation.
Computational fluid dynamics of CFD is a branch of fluid mechanics by computer simulation, providing engineering and technical personnel practical engineering simulation platform for engineering and technical personnel [4].

Impact and Control of Environmental Vibration on Precision Instruments Zhengwei Gu1, a, Tieyi Zhong 1, b, Mingbo Zhang2, c and Kun Zhang 1, d 1 School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China 2 Central Research Institute of Building & Construction Co.
Proceeding of 3rd international conference case histories geotechnical engineering, Vol.2, St.
Engineering Mechanics, Vol.144, No.
Geotechnical Engineering, Vol.122, No.GT6, Div ASCE, 1996