Search results

The analysis methods considered the effects of material nonlinearity, geometrical nonlinearity, and initial imperfection.
For considering the effect of the materials’ character to the capacity of T-sections with the tip of the web in bigger compression, this kind of classification method were also used among the theoretical analysis in this paper.
The analysis methods considered the effects of material nonlinearity, geometrical nonlinearity, and initial imperfection.
Acknowledgements This work was financially supported by Science and Technology Planning Project of Fujian Province of China (2007F3006) and Pre-research Fund of Fujian University of Technology (GY-Z0703).
Zhang: Journal of Building Structures, Vol. 27(2006). p. 9.

Chakoumakos 5 1 ASRC, Japan Atomic Energy Research Institute, Tokai, 319-1195, Japan 2 IMSS, High Energy Accelerator Research Organization, Tsukuba, 305-0801, Japan 3 Dept. of Electronic Chemistry, Tokyo Institute of Technology, Yokohama, 226-8502, Japan 4 AML, National Institute for Materials Science, Tsukuba, 305-0044, Japan 5 Solid State Division, Oak Ridge National Laboratory, Oak Ridge, TN 37831-6393, USA * Present address: IMSS, High Energy Accelerator Research Organization, Japan Keywords: Ionic conductor, Rb4Cu16I7.2Cl12.8, Rietveld refinement, neutron powder diffraction, maximum-entropy method Abstract The structure of a high ionic conductor Rb4Cu16I7.2Cl12.8 at low temperature has been reinvestigated by use of angle-dispersive neutron powder diffraction.
The resulting nuclear-density maps have reconfirmed that Cu1–Cu2 chains are the main conduction pathways in this material, as previously suggested from the Rietveld analysis of neutron powder diffraction data.
Journal Title and Volume Number (to be inserted by the publisher) 3 8 6 4 2 0 310280250220190160130100704010 T / K Present work Cu1 Cu2 Cu3 Kanno et. al.
These density images lead us to conclude that the Cu1–Cu2 chain is the main conduction route in this material, as Kanno et al. pointed out.

Problems of constructing wind-diesel power plants in harsh climatic conditions (2014) Journal of Applied Engineering Science, Vol. 12, No. 1, pp. 29-36
Shadowing impact on amount of power generated by photovoltaic modules (2014) Applied Mechanics and Materials, 587-589, pp. 342-347
Solar energy systems in the reconstruction of heritage historical buildings of the northern towns (for example Sain-Petersburg) (2014) Journal of Applied Engineering Science, Vol. 12, No. 2, pp. 121-128
Wind Power Market Development Initiative (2014) Applied Mechanics and Materials, 617, pp. 307-312
Diffused Structure of Drained and Back-Ventilated Rainscreen Claddings (2014) Advanced Materials Research, 945-949, pp. 1015-1022

The research results can act as reference for similar materials tunnel and underground engineering construction.
Tab.1 Physical properties of testing material for soil in the field model Water content /% Unit weight /(kN·m-3) Cohesion /(kN·m-2) Angle of shearing resistance/° Compression modulus /(kN·m-2) Elastic modulus /(kN·m-2) Coefficient of subgrade reaction 9.8 13.8 3.9 28 0.43 2.2 2.1 Fig. 1 Photograph of test (b) Ground surface subsidence measuring Displacement meter (a) Model tank Gypsum is used for simulation of support.
Tab.2 Physical properties of testing material for support in the field model The ratio of water and gypsum Cohesion /(kN·m-2) Angle of shearing resistance/° Elastic modulus /(kN·m-2) Compressive strength /(kN·m-2) 1: 1 250 48 2.7×103 1.2 1# 8m 4m 10m 8m 4# 8# 7# 6# 2# 5# 3# Fig. 2 Layout of model tunnel 5500 900 600 250 2500 500 250 500 500 14# 10# 9# 8# 1# 2# 3# 5# 6# 7# 13# 12# 11# 15# 4# (a) Monitoring points for ground subsidence /mm (b) Pressure cells of section profile To monitor the ground settlement, we adopted differential-type displacement meter.
Acknowledgements This work was financially supported by Project (No.50978172) for the National Natural Science Foundation of China.
Journal of Wind Engineering and Industrial Aerodynamics, 1998, 73(2): 99-110

Material and method Soil samples.
Acknowledgments This research was supported by Science Foundation for Distinguished Young Scholars of Heilongjiang Province (JC201006), Program for New Century Excellent Talents in University(NCET-10-0145), National Natural Science Foundation of China (30970525), Program for New Century Excellent Talents In Heilongjiang Provincial University (1155-NECT-006).
Russell: Journal of Environmental Management Vol. 91(2010), p. 2075 [2] E.
Díaz-Raviña: Science of the Total Environment Vol. 378 (2007), p. 187 [13] S.
Khan: Journal of Applied Microbiology, Vol. 106 (2009), p. 986 [14] Z.

The Analysis of Pile Deformat on Impact Factor of Pile Retaining Wall in Expansive Soil Area Bo WEI1,a, Jiang FAN 1,b, Yinghui CHEN 1,c, Xue ZHENG2,d, Guangqi SHENG1,e 1 Faculty of Civil Engineering and Architecture, Kunming University of Science and Technology, Kunming, 650500, China 2 Water Resources and Hydropower School in Yunnan Province, Kunming, 650500, China aweibo119@163.com,b792874739@qq.com, c544166675@qq.com, d237649160@qq.com, e604902519@qq.com Keywords: finite element method; expansive soil; pile retaining wall; displancement; anchor cable Abstract: Anti-slide pile deformation of pile retaining wall in expansive soil region was analyzed in this article.
Table 1 Physical and mechanical parameter of slope Material γ （KN/m3) E (kpa) ν c (kpa) j (°) Expansive force (kpa) Ice accretion pebbly silty clay④1 20.5 3.4 x104 0.38 21.4 17.5 46 Ice accretion clay④2 20.6 4 x104 0.35 20 25 Strong weathered mudstone⑤ 20.6 1x105 0.3 27 20 Pile 25 3x107 0.2 Fig.1 Calculation model with FEM （a）Horizontal displacement of pile （b）Pile settlement Fig.2 Slaking effect on pile displacement (2)Slaking effect on pile displacement.
Journal of the china railway society, 2004(6) . ( in Chinese) [2] Guanghai Lei, etc.
Journal of Jiang su University of Science and Technology: Natural Science Edition, 2010.24(2). ( in Chinese) [4] Chinese National Code.

Overall Stability Analysis of Dome Steel Structure on Dome Roof in Large Tanks Based on FEM Jinfeng CAO1,a, Caihong JI1,b 1 School of Science, Qingdao Technological University,Qingdao Shandong 266520, China aemail:caojinfeng@qtech.edu.cn, bemail:rainbowjch@sohu.com Keywords: finite element method; overall stability; initial imperfection; dome steel structure; non-linear geometry.
According to section 4.3.2 in < Regulations >, dome steel structure stability can be calculated by a finite element method which considering non-linear geometry (the whole progress analysis of load-displacement) under a hypothesis of linear elastic material[4-5].
Acknowledgements This paper was financially supported by Project of Shandong Province Higher Educational Science and Technology Program(J11LE04).
Dome Steel Structure Technique Regulations .JGJ61-2003(2003) (in Chinese) [2] Shizhao Shen, Xin Chen,in: Stability of reticulated shell structure, Science Press,Beijing (1999) (in Chinese) [3] Shizhao Shen,in: Some new progressed of Long-span Space Structure Theory. 11th Space Structure Academic Conference Proceedings (2005), p.26-40 (in Chinese) [4] Na Wang, Xin Chen, Shizhao Shen.China Civil Engineering Journal.Vol 2,(1993),p.19 (in Chinese) [5] Yingbo Chen, Junming Chen, Xiucai Li.
Journal of Wuhan University of Technology,Vol 25(5),(2003),p.40 (in Chinese)

Acknowledgements This work was financially supported by Specific Item of Fundamental Scientific Research in Institute of Engineering Mechanics (2009B01), the China Key Fundamental Research and Progress Project (2007CB714201), China Nature and Science Foundation for Key Research Program (90715017), International Joint Program by China Science Department (2009DFA71720).
Carter: Journal of Geotechnical and Geoenvironmental Engineering Vol. 131, Issue.7 (2005), p. 811-825
O’Rourke: Journal of Geotechnical and Geoenvironmental Engineering Vol. 123, No. 1 (1996), p. 37-45
[5] International Code Council: 2003 International Building Code (Printed in the USA, 2003) [6] The Building Seismic Safety Council of the National Institute of Building Sciences: NEHRP Recommended Seismic Provisions (Building Seismic Safety Council, Washington, D.C., 2009) [7] L.W.
Sun: Advanced Material Research Vols. 243-249. (2004), p. 2842-2851

Fluid Flow of Daxing Conglomerate in Langgu Depression and Its Controlling Effects on Reservoir Ruifeng Zhang1,a, *Haowei Zhou2,b, Zaixing Jiang3,c, Hui Liu4,d, Rong Kang3,e and Jin Dong2,f 1Huabei Oilfield Branch Company, PetroChina, Renqiu, China 2CNOOC Research Institute, CNOOC, Beijing, China 3School of Energy Resources, China University of Geosciences, Beijing, China 4Institute of Mineral Resources, Chinese Academy of Geological Sciences, Beijing, China aktb_zrf@petrochina.com.cn, bzhw_1021@yahoo.cn, cjiangzx@cugb.edu.cn, dlhpplu@yahoo.com.cn, e879806328@qq.com, fdjongin@sina.com Keywords: Fluid Flow, Diagenesis, Reservoir, Daxing Conglomerate, Langgu Depression.
The carbonate cement can destroy the primary pores because of filling effect in one hand, and provide material base for the later dissolution on the other hand, so alkaline fluid has dual function for the reservoir.
Rong: Journal of Northeast University (Natural Science Edition), vol. 36 (2006), p. 807-810 [3] R.C.
Dong: Journal of Chengdu University of Technology (Science & Technology Edition), vol. 33 (2006), p. 587-592 (in Chinese) [4] H.

In the real communication environment, if we want to test the performance parameters of wireless communication, we will cost a lot of manpower and material resources [2].
Acknowledgements This work was financially supported by Major National Science and Technology Projects (No. 2012ZX03001024) and the Sciences Youth Funded Projects for Chongqing University of Posts and Telecommunications (No.
Journal of modern telecommunication technology. 2012, (8) : 26-29
Journal of modern telecommunication technology, 2008, 42 (5) : 36 to 39
Xi 'an: xi 'an university of electronic science and technology, 2008