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The Uncertainty in Shape Parameter Predictions of Seismic Design Spectra for Nuclear Power Plant XU Longjun1,a, ZHANG Hongzhi1,b 1Department of Civil Engineering, Harbin Institute of Technology at Weihai, Weihai China axulongjun80@163.com bzhanghongzhizilong@163.com Keywords: response spectrum; calibrate methodology; design spectrum; statistical uncertainty Abstract.
Dynamics of structures: Theory and Application to Earthquake Engineering, 2nd Edition.
Proceedings of the 4th World Conference on Earthquake Engineering, B4, Santiago, Chile, PP. 37-50
World Earthquake Engineering, 1993, (2):31-36.
Earthquake Engineering and Engineering Vibration, 2010,9: 357-365

Dong: Engineering Mechanics.Vol.26(2009),p.108, in Chinese
Zhang: Journal of Engineering Mechanics.
Sun: China Civil Engineering Journal.
[15] Link R A, Elwi A E: Journal of Structural Engineering.
[18]Takeuchi, Narikawa, Matsuo, Hara, Usami: Nuclear Engineering and Design.

Improvement of ADC12 Alloy by Optimizing CSP Process Parameters via Multiple Nonlinear Regression Analysis Ye Wang1, a, Lianjie Niu2,b, Gang Wang3,c, Hongyu Xu1, d, Maoliang Hu1, e, Zesheng Ji1,f 1School of Materials Science and Engineering, Harbin University of Science and Technology, 150001, China 2Department of Mathematics and sciences, Hebei Institute of Architecture and Civil Engineering, 075000, China 3Remanufacturing Surface Engineering Technology Research Center, Anhui Polytechnic University, 241000, China aohenry1980@163.com, blianjieniu@163.com, c254247461@qq.com, dxuhongyu@hrbust.edu.cn, ehumaoliang@hrbust.edu.cn, fjizesheng@hrbust.edu.cn.
The engineering statistics is the most powerful tool to forecast the quality and to decrease the cost, which has been extensively used in the other engineering fields and improve the design of the process parameters.
Materials Science and Engineering A, 2008, 486: 313-320
Materials Science and Engineering A, 2011, 528: 8028- 8030
Materials Science and Engineering A, 2005, 406: 24-33

Sacco, Modelling and analysis of FRP-strengthened masonry panels, Engineering Structures. 30(7) (2008) 1842-1860
Imbimbo, The role of the adhesive on the bond behavior of SRPs applied on masonry supports: Experimental and numerical study, Key Engineering Materials. 624 (2015) 652-659
Lourenço, Numerical analysis of bond behavior between masonry bricks and composite materials, Engineering Structures 43 (2012) 210-220
Portugal: University of Minho, Department of Civil Engineering, (2007)
Composites Part B: Engineering 80 (2016), 189-200

A Study on Joint Dispatching of Water Resource of the Dam System in Haoshuichuan Watershed Yi Ma 1,2,a, Weijiang Zhang 1,b 1College of Civil and Water Conservancy Engineering, Ningxia University, Yinchuan 750021, China 2Ningxia Construction Vocational and Technical College, Yinchuan 750021, China anxumy@163.com, bzwjiang@263.net Key Words: Haoshuichuan watershed.
The research result of this paper can improve the utilization of engineering and water resources.
Engineering design of water resources joint deployment It realizes joint utilization of reservoirs, dams and pools, combination of water storage, diversion and pumping through construction of water diversion, pumping, transpiration and distribution, reform of original engineering and optimization of canal system deployment, so it forms water supply situation with connected river system and mutual water supply.
The selecting sequence of water resource for joint dispatching is artesian water firstly and then water pumping, utilization of water pumping station firstly and then movable pump station, utilization of water from small engineering firstly and then large engineering, water from near area and then far water.
Conclusions It realizes joint utilization of reservoirs, dams and pools, combination of water storage, diversion and pumping through construction of water diversion, pumping, transpiration and distribution, reform of original engineering and optimization of canal system deployment, so it forms water supply situation with connected river system and mutual water supply, sets engineering foundation for implementation of water resource joint dispatching.

Introduction The numerical approximation of fluid flows in porous media plays an important role in civil, geotechnical, and petroleum engineering.
It can be applied to solve partial differential equations in many other engineering fields.
Gunzburger, A locally conservative least-squares method for Darcy flows, Communications in Numerical Methods in Engineering 24(2008) 97-110
Hughes, A stabilized mixed finite element method for Darcy flow, Computer Methods in Applied Mechanics and Engineering 191(2002) 4341-4370
Computer Modeling in Engineering & Sciences(CMES) 59(2010) 181-216

Prasad: Concurrent Engineering Fundamentals.
Han: Analyze Method and Engineering Application in The *onlinear Vibration Theories.
Su: Chinese Journal of Mechanical Engineering. 2003, Vol. 39, No.10, pp.43-52
Beitz: Engineering Design: A Systematic Approach.
Gossard: Journal of engineering for Industry, 1978, 100(5), pp.127130 [21] N.P.

Analysis on pile-soil stress ratio of composite foundation with sparse capped-piles under lime-soil embankment load Weizheng Liu1,2 a, Junhui Zhang1,b , Hao Zhang3,c 1 Key Laboratory of Road Structure and Material of Ministry of Transport, Changsha 410004, China; 2 School of Civil Engineering, Central South University, Changsha 410075, China; 3 School of Transportation, Southeast University, Nanjing 210096, China.
Analysis of piled embankments, Ground Engineering. 21 (1988) 12-18
Ames: Iowa Engineering Experiment Station, (1913)
Analysis on pile-soil stress ratio for composite ground under embankment, Rock Mechanics and Engineering
Computation of pile head stiffness, Chinese Journal of Geotechnical Engineering. 18 (1996) 1-6 [15] LUO Wei-de.

[3] Dong-jian Zheng, Chong-shi Gu and Zong-ru Wu: Chinese Journal of Rock Mechanics and Engineering, 2005,24(17):3180-3183.
[6] Jian-jun Zhu, Guang-ming Guo and Hai-hua FU: Mining and Metallurgical Engineering, 2002,22(1):22-26.
(in chinese) [7] Zhi-yi BO, Rui-xin Zhang and Jie Wu: Coal Engineering, 2009, NO.9:107-110.
(in chinese) [10] Qiang Xu, Yu-ping Zeng: Chinese Journal of Rock Mechanics and Engineering, 2009,28(6):1099-1106.
(in chinese) [12] Ji-liang Zhu, Run-qiu Huang, Wenjun Ruan, etl: Journal of Engineering Geology, 2009,17(4): 469-475.

Application of Different Rehabilitation and Strengthening Methods for Insufficient RC Beam-Column Joints Özgür Yurdakul1, a, Özgür Avşar1, b, Kadir Kilinç1, c 1Anadolu University Department of Civil Engineering 2 Eylül Campus Eskişehir/TURKEY aoyurdakul@anadolu.edu.tr, bozguravsar@anadolu.edu.tr, ckadirkilinc@anadolu.edu.tr Keywords: strengthening, reinforced concrete, beam-column joints, shear strength Abstract.
Engineering Structures, 33 (2011) 1034-1051
Journal of Earthquake Engineering, 1 (1997) 651-673
Journal of Earthquake Engineering, 5 (2001) 113-129
Engineering Structures, 41 (2012) 307-319