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Study on the simulation of spatial variable seismic ground motion considering local site convergence Zhiming You1,a, Zhixiang Cao1,b 1Water Conservancy and Civil Engineering Department, Tibet Agricultural and Animal Husbandry College, Tibet, China a521yzhm@163.com, bcaozhx2005@126.com Keywords: spatial variation; random phase angle; astringency; ground motion simulation; Abstract.
Seismic non-stationary acceleration time-history can be generally regarded as uniform modulation process in civil engineering, which is expressed as a stationary process multiplied envelop function of time history.
Earthquake Engineering [M].
Journal of Hydraulic Engineering,1998.2
Journal of Earthquake Engineering and Engineering Vibration, 2007, 6:11-15

Introduction Concrete is extensively used in protection engineering.
The UFRC as a more excellent material not only enriches the type of construction material, but can be applied in every field of civil engineering.
Overall, UFRC has spacious application prospect in civil engineering especially in protection engineering, and it worth to be researched further. 4.
(3)UFRC has spacious application prospect in protection engineering.
Li: Damage Effects of Conventional Weapons and Engineering Protection Techniques (The Third Military Engineering Research Institute of the Chief Staff Headquarter, China 2001)

Jassam1,a,*, Ola Adel Qasim2,b and Baydaa Hussain Maula3,c 1Middle Technical University ,Technical Instructors Training Institute, Iraq, Baghdad 2Lecturer at medical instrument engineering department/Faculty Member in Al-Mansour University College, Baghdad, Iraq. 3Ph.D. in civil Engineering, Middle Technical University, Baghdad, Iraq.
Using glass in civil engineering applications is one of the solutions to eliminate of waste and also not to deplete natural resources.
[4] Sharifi Y, Houshiar M, and Aghebati B 2013 Recycled glass replacement as fine aggregate in self-compacting concrete, Frontiers of Structural and Civil Engineering, 7(4), pp.419-428
Journal of Engineering Science and Technology, 16(3), Pp.1916-1931
International Journal of Civil Engineering and Technology (IJCIET), 9(1), pp. 371-387, 2018

New Analytical Approach to Linear Intersection and Its Application Huaien Zeng1, a 1College of Civil Engineering and Architecture, China Three Gorges University, Yichang, China a zenghuaien_2003@yahoo.com.cn Keywords: Linear intersection; analytical approach; Sylvester resultant; adjustment; initial values Abstract.
Linear intersection is a frequently encountered issue in surveying engineering.
Introduction Linear intersection is a frequent task in surveying engineering.
Traditional analytical approaches to the basic linear intersection 1) The frequently-used analytical approach in surveying engineering Let us take the left triangle in Fig.1 for an example to introduce the approach.
Li: Engineering surveying, (China Electric Power Press, Beijing, 2009).

Box 2554, School of Civil Engineering, Campus two, Harbin Institute of Technology, 73 Huang-he Road, Nan-Gang District, Harbin, China a zhangdashan1981@163.com, b DongYL@hit.edu.cn Keywords: One-way concrete slabs, One edge clamped and one edge simply supported, Tensile membrane action, Yield-line theory.
Kemp: The Structural Engineer, Vol.45 (1967) No.7, p.235
Park: Proceedings of the Institution of Civil Engineers, Vol.28 (1964), p.125
Bailey: Engineering Structures, Vol.23 (2001) No.5, p.470
Toh: Engineering Structures, Vol.29 (2007) No.10, p.2775

So SEBS modified asphalt mixture should be more suitable for bridge deck engineers and open graduation pavements[5～7].
Zaman: Journal of Materlals in Civil Engineering.
Chen: Journal of Wuhan University of Technology (Transportation Science and Engineering).
Ferdowsi: International Journal of Engineering, Transactions A: Basics.
Vol.22 (2009), p. 47 [17] Park, Dae-Wook: KSCE Journal of Civil Engineering.

Shear Capacity of Reinforced Concrete Beams under Biaxial Bending Based on Equivalent Cross-section Method Qingxiang Zeng1, a , Jian Cai2, b 1 Dept.of Civil Engineering, Wuyi University; Jiangmen 529020; China 2 Dept.of Civil Engineering, South China Univ.of Tech., Guangzhou 510640, China a qxzeng@wyu.edu.cn, bcvjcai@scut.edu.cn Keywords: biaxial flexural beam, reinforced concrete, equivalent cross section, shear capacity Abstract: Based on the analysis of reinforced concrete beams under biaxial bending, an equivalent cross-section method is proposed to calculate the shear capacity of the beams.
Compared to the experimental data of shear failure in the literatures, the calculating results show that the equivalent cross-section method proposed in this paper is feasible, practical and convenient, which can be used as a reference in engineering design.
The suggested equivalent method can be provided as a reference for practical engineering design.
(in Chinese) [3] WU Guangyu, XIANG Yiqiang, XU Xing and YU Jinhui: Engineering Mechanics Vol.22 (4) (2005), p. 142.
(in Chinese) [8] WU Weixiu and LI Yan: Journal of Nanchang University (Engineering & Technology) Vol.26 (3) (2004), p.76.

Engineering Application Guangzhou Huangpu Cable-Stayed Bridge crosses the Zhujiang River.
Zhang and Kiureghian: Probabilistic Engineering Mechanics, Vol. 9(1994), p.135 [5] C.
Proceedings of ICASP7, 7th International Conference On Applications of Statistics and Probability in Civil Engineering and Risk Analysis, Eds: Lemaire M , Favre J L, Mbarki A.
Koo, Kiureghian and Fujimura K: Probabilistic Engineering Mechanics, Vol. 20(2005), p.136 [8] P.
Franchin: Journal of Engineering Mechanics, Vol. 130(2004), p.180

Test and Analysis of Expansive Deformation for Shrinkage-compensating Steel Fiber Reinforced Shotcrete YUAN Wen-hua1, a，MA Qin-yong2,b，CUI Peng-bo3,c 1Postdoctoral Scientific Research Station of Environmental Science and Engineering, Anhui University of Science and Technology, Huainan, Anhui 232001, China; School of Civil and Architectural Engineering, Anhui University of Science and Technology, Huainan, Anhui 232001, China 2,3School of Civil and Architectural Engineering, Anhui University of Science and Technology, Huainan, Anhui 232001, China aahsrme@163.com, bqyma@aust.edu.cn, ccuipengbo402@163.com Keywords: expansive deformation; shrinkage-compensating steel fiber reinforced shotcrete; restrictive expansion ratio; self stress Abstract.
Zhongwei Wu, an academician of China Academy of Engineering, pointed out[1] that the expansion-shrinkage deformation influenced the mechanical property of concrete directly.
An evaluation in all-sides should be put forward in further study and it would be significant in engineering.
So self stress was in the range of 0.2MPa~0.7MPa, and shrinkage-compensating steel fiber reinforced shotcrete could be adopted in engineering for impermeability and anti-cracking.
Therefore it could be adopted in engineering for impermeability and anti-cracking.

Study on Interaction between Mini-pile and Slope under the Effect of Overloading Jianping Suna, Lilei Zou b, Huanwei Wei c Shan Dong Architectural University, school of civil engineering, Jinan, 25010, China ajpsun1@263.net, bzoulilei123@163.com, cweihuanwei@yahoo.com.cn Keywords: micropile; slope; bending moment; settlement.
In practical engineering, micropile is commonly-used for reinforcement of slope or over-support and effect mechanism between micropile and slope is not clear yet.
Journal of Engineering Geology.
Chinese Journal of Rock Mechanics and Engineering.
China Journal of Civil Engineering, Vol.43(2010), p.89