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Table 4 Diameter of pile Order Diameter of pile (cm) Order Diameter of pile (cm) Order Diameter of pile (cm) HAS-1-s1 61 c-1-s1 50 HEC-1-s1 57 HAS-1-s2 60 c-1-s2 57 HEC-1-s2 58 HAS-1-s3 55 c-1-s3 57 HEC-1-s3 57 HAS-1-s4 56 c-1-s4 58 HEC-1-s4 57 HAS-1-s5 60 c-1-s5 54 HEC-1-s5 57 HAS-1-s6 60 c-1-s6 54 HEC-1-s6 57 HAS-1-s1 41 c-1-s1 55 HEC-1-s1 55 HAS-1-s2 55 c-1-s2 59 HEC-1-s2 55 HAS-1-s3 57 c-1-s3 56 HEC-1-s3 55 HAS-1-s4 60 c-1-s4 59 HEC-1-s4 55 HAS-1-s5 56 c-1-s5 57 HEC-1-s5 55 HAS-1-s6 60 c-1-s6 55 HEC-1-s6 55 HAS-3-s1 52 c-3-s1 55 HEC-3-s1 54 HAS-3-s2 55 c-3-s2 57 HEC-3-s2 54 HAS-3-s3 55 c-3-s3 57 HEC-3-s3 54 HAS-3-s4 56 c-3-s4 60 HEC-3-s4 53 HAS-3-s5 56 c-3-s5 59 HEC-3-s5 53 HAS-3-s6 55 c-3-s6 56 HEC-3-s6 53 Table 5 Coring results of mixed pile Material Dose (%) Order Strength of pile (MPa) Average (MPa) 1~5m 5~10m 10~15m HAS 9 S5 / / / / 12 S2 0.72 1.06 1.45 1.07 HEC 9 S5 0.62 0.58 0.33 0.51 12 S1 0.87 1.01 1.52 1.13 cement 12 S5 0.35 0.47 0.69 0.74 16 S2 1.29 0.99 / 1.14
Wen, Probability analysis of the bearing capacity of deep mixing composite foundation, Chinese Journal of Geotechnical Engineering, 3 (2000) 279-283
Hu, On stabilization of soft soil with waste gypsum and cement, Chinese Journal of Geotechnical Engineering, 5 (1998) 72-76
Zhang, Application of HAS curing agent in the hardening of overwet earth subgrade, Western China Communications Science and Technology, 4 (2006) 27-31.

Estimation Method on Hysteresis Characteristics of Subassemblage with Ductile Knee-Brace Member Sayuri HONMA1,a, Yukihiro HARADA2,b and Kazumasa EBATO3,c 1Department of Architecture, National Institute Technology, Ishikawa College, Kitachujo, Tsubata, Kahoku-gun, Ishikawa 929-0392 Japan 2Department of Architecture, Graduate School of Engineering Chiba University, 1-33, Yayoi-cho, Inage-ku, Chiba 263-8522 Japan 3Institute of Science and Technology, Kanto Gakuin University, 1-50-1, Mutsuurahigashi, Kanazawa-ku, Yokohama 236-8501 Japan ashonma@ishikawa-nct.ac.jp, byharada@faculty.chiba-u.jp, cebato@kanto-gakuin.ac.jp Keywords: Knee brace, Seismic damper, Shear-yielding, Subassemblage Abstract.
Therefore, the stiffness of unreinforced frame K is derived by sizes and material properties in the frame members (Eq. 1, 2, 3).
Fukumoto, Development and Application of Hysteresis Steel Dampers, Earthquake Engineering, Tenth World Conference, Madrid, Spain, 2341-2346, 1992 [3] Myung-Ho Lee, Sang-Hoon Oh, Choong Huh, Young-Suk Oh, Myung-Ho Yoon and Tae-Sup Moon, Ultimate Energy Absorption Capacity of Steel Plate Slit Dampers Subjected to Shear Force, International Journal of Steel Structures, Vol. 2, No. 2, 71-79, 2002 [4] Sayuri Honma, Yukihiro Harada, Mechanical Performance of Subassemblage with Ductile Steel Knee Brace, 11th Pacific Structural Steel Conference, Shanghai China, October 26-28, 2016 [5] Kato, B., Chen, W.F., and Nakao, M., Effect of joint-panel shear deformation on frames, Journal of Constructional Steel Research, 10, 269-320, 1988

Journal Of Information Science And Engineering .
[5] Zhou-Tian Fan and Qian-Sheng Cheng, A Survey on the Powers of Fuzzy Matrices and FBAMs, International Journal of Computational Cognition, Vol 2, Number 2, Pages 1–25, June 2004 [6] Martin Gavalec, Reachability of fuzzy matrix periods, Discrete Applied Mathematics.
Failure Mode Analysis of a Proposed Manipulator-based Hazardous Material Retrieval System.

In the aerospace, aviation, weapons manufacturing, science research, new material development, precision production, storage and other places with strict temperature and humidity requirements, the change of the environmental conditions change will have a direct impact to the performance of the product, or even lead to serious accidents.
Coal Mine Machinery. 2009.30(6). p.20-23 [5] KUANG Yuguo: Application of Intelligent Sensor SHT11 in Portable Warm-Humidity Detector Chinese Journal Of Electron Devices. 2006.29(4). p.1313-1315 [6] TIAN Yongjun, ZHAO Guangqiang, ZENG Jianping: Design of Data Multi-communication Between PC and Single Chip Computer Based on RS485.
Journal of Hunan Institute of Engineering. 2007.17(2). p.19-23

According to this way, we had also gotten the dynamic S-N curves of varied joint of structure or material and compared the dynamic fatigue capability of varied stiffener in the test.
Table2 Strain and failure time Specimen number Strain (µε) Loading （grms） Cycle（N ） 1 1172.72 20 1.33E06 2 1173.28 25.5 1.26E06 3 1189.71 20 1.26E06 4 1210.92 25.5 1.20E06 5 1343.35 20 1.11E06 6 1411.49 23.1 1.16E06 7 1468.27 23.1 9.46E05 8 1608.67 23.1 8.16E05 9 1629.29 23.1 7.42E05 10 1671.77 23.1 7.79E05 11 1788.35 25.5 6.30E05 12 1930.13 23.1 7.23E05 13 2010.41 23.1 6.64E05 14 2031.33 23.1 7.16E05 15 2235.61 23.1 6.49E05 16 2301.42 20 5.56E05 17 2435.08 20 5.93E05 18 2624.37 23.1 5.19E05 19 3361.68 23.1 5.01E05 20 3946.35 20 4.63E05 21 3961.29 25.5 4.01E05 22 4132.39 23.1 4.45E05 23 4967.28 25.5 3.34E05 24 5124.29 25.5 2.78E05 5.4 5.5 5.6 5.7 5.8 5.9 6.0 6.1 6.2 2.5 2.6 2.7 2.8 2.9 3.0 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 4.0 lg¦Årms(¦Ì¦Å) cycle(lgN) Fig.6: εrms-N curve Acknowledgment The author thanks the colleagues of ASRI and this project supported by the fund of aeronautics science and technique
References [1] SHAO Chuang: The Estimate Method of Sonic Fatigue for laminated Panel, Thesis of Master Degree of Northwestern Polytechnical University (2005) (in Chinese) [2] GE Sen, CAO Qi, SHAO Chuang, GUO Dingwen: ACTA Aeronautic et Astronautic SINICA Vol.18 (1997) [3] YAO Qihang: The analects for sonic fatigue of aircraft structure (Aeronautic Industry Press, Beijing 1991) [4] ZHANG A-zhou, ZHANG Kerong, YAO Qihang: Vibration Environment Engineering (Aeronautic Industry Press, Beijing 1986) [5] M.J.Jacobson: Design and Sonic Fatigue Characteristics: Advanced Composite Joints, AFFDL-TR-71-126 (1971) [6] YAO Qihang, YAO Jun: Chinese Journal of Applied Mechanics Vol.23 (2006) [7] SHAO Chuang, GE Sen: Journal of Vibration Engineering, Vol.19 (2006) [8] SHAO Chuang, GE Sen: The research on sonic fatigue characteristic of composite laminated panel (in Chinese), Structural Strength Research, Supplement, (2005)

Preparation and Characterization of Polymer Electrolyte Based on Comb-Shaped Poly(oxyethylene) with Ether Side Chains Lian Baia, Ming Lib and Cewen Nan State Key Laboratory of New Ceramics & Fine Processing, Department of Materials Science and Engineering, Tsinghua University, Beijing, 100084, P.
Experimental Materials.
Cadiz, et al., Self-Organized Liquid-Crystalline Polyethers Obtained by Grafting Tapered Mesogenic Groups onto Poly(epichlorohydrin): Toward Biomimetic Ion Channels, Journal of Polymer Science: Part A: Polymer Chemistry 41 (2003) 2918-2929
Applied Polymer Science. 95 (2005) 178-184

Studer3,c 1Research School of Chemistry, Australian National University, Canberra 0200, Australia 2Research School of Physics and Engineering, Australian National University, Canberra 0200, Australia 3Bragg Institute, Australian Nuclear Science & Technology Organisation, Lucas Heights 2234, Australia agoossens@rsc.anu.edu.au, bross.whitfield@anu.edu.au, cajs@ansto.gov.au Keywords: Metal injection moulding, neutron diffraction, Rietveld refinement Abstract.
Teo of Ceramet for samples and advice and the Australian Institute of Nuclear Science and Engineering for financial support.
Materials Science and Engineering: A, 424(1-2):282-289, 2006
Advances in powder metallurgy and particulate materials.
International Journal of Powder Metallurgy, 29:47-62, 1993

Materials of main members are shown in Table 1.
Fd,max Fd ud ud,max -ud,max -Fd,max Fig.1 Plane arrangement of structural standard story Fig.2 Typical hysteretic curve model of viscous damping wall Table 1 Materials of main members Component Main section size, mm Concrete Steel bar Main beam 200×550,300×650, 400×850 C30 HRB400 Secondary beam 200×400, 200×350 C30 HRB400 Plate 100,120 C30 HPB335 Shear wall 200,300,400 C60 HRB400 Frame column 700×700,800×1300, 900×1400,1000×1500 C60 HRB400 The structure safety degree is 2-level, design working life is 50 years, and earthquake fortification is C-class.
Acknowledgements The writers gratefully acknowledge the financial support of the National Natural Science Foundation of China NO. 90915007, 50878124, 50978160, and Shanghai education project NO. 11zz86.
Beijing, Science Press, 2003.
Journal of southeast university (Natural science Edition), 2002, 32(5):733-736.

Shape of material for longitudinal turning was rod Ø90mm which was prefabricated to Ø85mm.
For transversal turning the shape of material is a pipe with outer diameter Ø125mm and wall thickness of 14mm.
Kilickap, Selection of cutting fluids in machining processes, Journal of Achievements in Materials and manufacturing Engineering 25 (2007) 99-102
Ramkumar, Nano-cutting fluid for enhancement of metal cutting performance, materials and Manufacturing Processes 27 (2012) 963-967
Gostimirovic, Multi-output fuzzy inference system for modeling cutting temperature and tool life in face milling, Journal of Mechanical Science and Technology 28 (2014) 4247-4256.

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