Search results

Test variables of this study are types of materials and connection details in steel coupling beam - PSH2C shear wall connection region.
This is attributed to the bridging action of PVA by using the pseudo strain-hardening materials instead of concrete.
This is attributed to the bridging action of PVA by using the pseudo strain-hardening materials instead of concrete.
Acknowledgements This research was supported by Basic Science Research Program through the National Research Foundation of Korea (NRF) funded by the Ministry of Education, Science and Technology (2012-0685).
Journal of Engineering Structure, 28(9) (2006) 1319-1334.

On the basis of the existing water treatment equipment, we can replace the traditional craft and technology with advanced water treatment theory, new technology, new materials and new equipment.
References [1] Shaojie Jiang and Zhimin Zuo: Journal of Chongqing University(Natutal Science Edition) Vol. 28 (2005), p. 114 [2] Information on http://www.mwr.gov.cn/zwzc/ldxx/zhh/zyjh/200601/t20060104_126050.html [3] Jinxiang Fu and Tongyan Li: Water & Wasterwater Engineering Vol. 29 (2003), p. 35 [4] Yuankui Sun, Mei Li and Cunguo Liu: Journal of Shandong Jianzhu University Vol. 24 (2009), p. 120 [5] Min Yan and Hongying Chen: Journal of Zhejiang University of Technology Vol. 32 (2004), p. 339 [6] Ping Yu and Qiang Kang: Journal of Anhui Institute of Architecture & Industry Vol. 17 (2009), p. 64 [7] Xiaojun Yan and Wei Chen: Shanxi Architecture Vol. 36 (2010), p. 201 [8] Sheng Lin and Xiaoru Cheng: Water Purification Technology Vol. 27 (2008), p. 29 [9] Bozhi Ren and Xiaobao Nie: China Safety Science Journal Vol. 16 (2006), p. 13

Journal of Earthquake Engineering.
Journal of Structural Engineering.
Journal of Building Structures.
China Civil Engineering Journal.
PCI Journal.

Furthermore, social network analysis offers a strong analytical method in the social science field to analyze informal connections between units, whose results can be applied to various fields such as psychology, health, and electronic communications.
Index of Diversity Fig. 1 Aggregated journal-journal citation matrix with citing and cited vectors for each journal, and six possible measures of “interdisciplinarity” Many studies have been conducted regarding convergence index and proposed network index (based on degree centrality), journal index (Shannon Entropy and Gini Index), and recently, Rao-Stirling measures.
Shannon Entropy and Gini Index measure journal citation statistics and citation index with co-occurrence matrix [5].
Typically, a polymer substance manufacturing (C08J-005) field and a conductor or conducting object (H01B-001) field comprising conducting materials had a high betweenness centrality.
Kwon: 2012 Green Technology Knowledge Map-Fuel Cell, Korea Institute of Science and Technology Information (2012), p.1 [2] S.J.

Chinese Journal of Geotechnical Engineering, 1983, 5 (3) :64- 75
Journal of Southwest Jiaotong University, 2000,2 35(1): 23-28
Wuhan hydraulic power of journals, 1986, 73-82
Advances in Science and Technology of Water Resources, 1995, 15(5)12-14
[11] Geological research institute of the Chinese academy of sciences.

CAD/CAE Technology and its Application on Nonferrous Alloy Casting Dunming LIAOa , Liliang CHEN b, Jianxin ZHOU c, Ruixiang LIU d State Key Laboratory of Material Processing and Die & Mould Technology, Huazhong University of Science and Technology, Wuhan, Hubei, 430074, China a liaodunming@hust.edu.cn, bchenll@hust.edu.cn, czhoujianxin1975@163.com, drxliu42@live.cn Keywords: Casting process, Numerical simulation, CAD/CAE, Nonferrous casting Abstract.
Yang: Journal of Materials Processing Technology, Vol.139 (2003) No.3, pp.465-468
Abd-Elhamid: Materials & Design, Vol.24 (2003) No.8, pp.577-583
Gopalakrishna : Journal of Intelligent Manufacturing, Vol.15 (2004) No.3, pp.299-305
Lin: International Journal of Cast Metals Research, Vol. 15 (2002) No.4, pp.415-419.

Material and experimental methods The studies were carried out on a commercial grade SAE52100 bearing steel.
Hamada, Journal of the Society of Materials Science, Japan, Vol. 51 (2002), pp. 918-925 Fig. 4 Shape and dimensions of non-propagating crack obtained by successive polishing (a) Defect A 2a = 65 µm b =15 µm Specimen surface b =346 µm 2a = 961 µm Specimen surface 2a = 476 µm A A´ b =209 µm Specimen surface Axial direction (b) Defect B (c) Smooth specimen Fig.3 Non-propagating cracks (c) Smooth specimen τa = 600 MPa (constant), σm = -1000 MPa, N = 1×107 (a) Defect A τa =540 MPa → 400 MPa, σm = -1200 MPa, N = 9.84×107 (b) Defect B τa =600 MPa → 460 MPa, σm = -1200 MPa, N = 5.28×107 20 µm 2a = 65 µm 2a = 961 µm Axial direction τa -decreasing τa = 540 MPa τa = 400 MPa 2a = 476 µm 20 µm τa = 600 MPa τa -decreasing τa = 460 MPa 50 µm [5] Y.
Sih, Journal of Applied Mechanics, Vol. 33 (1966), pp. 601-611 [9] K.
Murakami, Journal of the Society of Materials Science, Japan, Vol. 55 (2006), pp. 719-725 Acknowledgement This work was partially supported by funds from the Central Research Institute of Fukuoka University (No. 081501).

The major objective is reducing material wear and increasing the lifetime of mechanical.
[4] Jaw-Ren Lin: Squeeze film characteristics of finite journal bearings: couple stress fluid model, Tribology International, Vol. 31 (1998), pp 201–207
Rylander : A Theory of Liquid-Solid Hydrodynamic Film Lubrication, ASLE Journal of the American Society of Lubrication Engineering (1966), pp.264-271
Chandra Bose: Experimental investigations and theoretical determination of thermal conductivity and viscosity of Al2O3/Water nanofluid, Experimental Thermal and Fluid Science, Vol. 34 (2010), pp.210-216
Javadi and M.Tajdari: Experiment investigation of the friction coefficient between aluminium and steel, Materials Science-Poland, Vol. 24 (2006), pp. 305-310.

Acknowledgements This work was financially supported by the Shanxi Traffic Construction Science and Technology Project (11-2-19).
Shanxi Science & Technology of Communications, 2012,01:1-3.
Journal of Performance of Constructed Facilities, 2005, 19(4):331-338
Journal of Traffic and Transportation Engineering, 2001, 1(2):56-57.
Journal of Highway and Transportation Research and Development, 2009, 26(9):32-36.

Basic assumptions.Being satisfied with the conditions of the calculation accuracy and making correct conclusions, basic assumptions to simplify the calculation are as follows: 1.The materials are homogeneous and isotropic, 2.The soil is considered as the perfect elastic-plastic material, 3.Ignores the stiffness change caused by diaphragm wall segmental construction, 4.Steel and concrete supports are considered as linear elastic materials.
Acknowledgements This work was financially supported by the Shaanxi Natural Science Foundation (2007E232), and Shaanxi Provincial Department of Education natural science research project (08JK334).
References [1] LIU Jian-hang,HOU Xue-yuan.Excavation Engineering Handbook.Beijing,China Architecture and Building Press,1997( in Chinese) [2] YANG Xue-qiang,LIU Zu-de,HE Shi-xiu.Research about spatial Effect of Deep Pit Supporting.Chinese Journal of Geotechnical Engineering,1998,20(2):74-78(in Chinese) [3] SUN Kai,XU Zhen-gang,LIU Ting-jin,et al.Construction Monitoring and Numerical Simulation Analysis of a Foundation Pit.Chinese Journal of Rock Mechanics and Engineering, 2004, 23(2):293-298.
(in Chinese) [4] GAO Wen-hua,YANG lin-de,SHEN Pu-sheng.Influencing Factors of the Space-Time Effect on the Timbering Structure Internal Force and Transmutation of Soft Clay Deep Foundation Pit.Journal of Civil Engineering,2001,34(5):90-96.