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This text discusses from the view of great fire resistance of SCCC column, study the axial compressive load of SCCC column and provide theoretical basis for the application of SCCC column in civil engineering.
Wu: Journal of Materials in Civil Engineering, ASCE, Vol. 12 (2000), p. 139 [2] A.
Ueda,Y, Shimamura: Key Engineering Materials, Vol. 353-358 (2007), p. 1298 [3] S.
Shokichi: Journal of Structural and Construction Engineering, Vol. 73 (2008), p.1393 [6] Y.
Karaton: Soil Dynamics and Earthquake Engineering, Vol.25 (2005), p. 857

FRACTURE TEST OF E43 SOLDER NOTCHED BARS AT LOW TEMPERATURE Wanzhen Wang1, a, Haitao Ji2, b, Xuchang Hao2 and Xintang Wang1 1Faculty of Architectural, Civil Engineering and Environment, Ningbo University, Ningbo, Zhejiang 315211, China 2School of Civil Engineering, Lanzhou University of Technology, Lanzhou, Gansu 730050, China awangwanzhen1975@sina.com, bwushanjihaitao@sina.com Keywords: Solder, Notched Bars, Low Temperature, Fracture, Test.
On the other hand, idealized brittle fracture defined in the framework of linear-elastic fracture mechanics does not strictly represent a precise, physical fracture mode in engineering materials, since most materials sustain a certain amount of plastic deformation before fracture takes place.
Wang: submitted to Engineering Mechanics (2008).
Wang: submitted to Fatigue & Fracture of Engineering Materials & Structures (2010)
Joribio: submitted to Engineering Fracture Mechanics (1997)

Static and thermohygrometric analysis of a new typology of timber framed structure in dolomites Andrea Polastri 1,a, Serena Christofides 2,b and Roberto Tomasi 2,c 1CNR-IVALSA, San Michele all'Adige (TN), Italy 2Department of Civil, Environmental and Mechanical Engineering, University of Trento, Italy apolastri@ivalsa.cnr.it, bserena.christofides@studenti.unitn.it, croberto.tomasi@ing.unitn.it Keywords: traditional houses, timber frame, durability, Dolomites Abstract.
The engineering and architectural choices are designed to enhance the language and peculiarities of the rural architecture of this area around Cortina d’Ampezzo.
Junction of eight wooden elements Designing the corner joint both architectural and engineering needs have been taken into account to achieve a visible drawing of framework; visible shadow drawing.
References [1] Angeli A., Piazza M., Tomasi R., Riggio M., Refurbishment of traditional timber floors by means of wood - wood composite structures assembled with inclined screw connectors, 11th World Conference on Timber Engineering (WCTE), Riva del Garda, Italy, (2010)
[5] Piazza M., Polastri A., Tomasi R., (2011), Ductility of timber joints under static and cyclic loads, Special Issue In Timber Engineering, Proceedings of the Institution of Civil Engineers, Structures and Buildings, Volume 164, Issue 2, pages 79 –90, (2011)

Analysis of the influence of anisotropy on seepage field Jianbo She1,a, Yongquan Tang2,b and Yong Chen3,c 1School of civil engineering and architecture of China Three Gorges University 2China GeZhouBa Group No.1 Engineering Co., Ltd 3School of civil engineering and architecture of China Three Gorges University a1264864708@qq.com, boldtiger2010@163.com, ccyonger@126.com Keywords: Dalong water control project; anisotropy; seepage field Abstract.
[3] Sanaa Masad, Dallas Little and Eyad Masad: submitted to Journal of Transportation Engineering (2006)
[5] Homayoon Katibeh: submitted to Journal of Irrigation and Drainage Engineering (2004)
Su: submitted to Journal of Geotechnical and Geoenvironmental Engineering (2009).

Study on Pore Water Pressure Model of Soft Clay Yong Zhang1, a, Li Wan1, b, Yang Huang2, c and Jia Fu3, d 1 Department of Civil Engineering, Zhejiang University of Technology, Hangzhou, 310032, China 2 School of Civil Engineering, Beijing Jiaotong University, Beijing, 100044, China 3 Huaxin Consulting Co., Ltd, Zhejiang, Hangzhou, 310014, China azy_giant@yahoo.com.cn, bfuzhouwanli@163.com, cHuangyang8548@163.com, dfujia@hxdi.com Keywords: Soft clay; pore water pressure; nonlinear; stress-strain relationship Abstract.
Introduction Since Terzaghi put forward the principle of effective stress, people began to use it solve the engineering problems such as bearing capacity of foundation, slope stability, foundation settlement, soil consolidation and liquefaction failure.
Chinese Journal of Geotechnial Engineering, 1987, 9(4):23-32.
Chinese Journal of Geotechnial Engineering, 1988, 10(1): 1-7.
Chinese Journal of Geotechnial Engineering, 1989, 11(5): 51-63.

The calculation of train slipstreams on platform of underground high-speed rail station WEI-CHAO YANG1,2, a, CHUAN HE2,b and LI-MIN PENG1,b 1 Department of Civil Engineering, Central South University, Changsha 410075, Hunan, China 2 Department of Civil Engineering, Southwest Jiaotong University, Chengdu 610031,Sichuan, China aweic_yang@163, bchuanhe21@163.com,clm_peng@csu.edu.cn Keywords: calculation, train slipstream, platform, tunnel, aerodynamic effects.
Proceedings of the Institution of Mechanical Engineers F: Journal of Rail and Rapid Transit.
Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit September 25, 2012
Journal of Wind Engineering and Industrial Aerodynamics Volume 119, August 2013, Pages 114–120 [7] Gerhardt H J, Kramer O (1998).
Wind and train driven air movements in train stations, Journal of Wind Engineering and Industrial Aerodynamics 74-76 589-597.

An experimental study of Pig blood–lime mortar used on ancient architecture in China Zhao Peng1, a, Xie Deqing2, b, Li Guangyan3, c, Zhang Yunsheng4, d 1School of Materials Science and Engineering, Southeast University, Nanjing，211189, China 2School of Materials Science and Engineering, Southeast University, Nanjing，211189, China 3College of Architecture and Thermal Engineering, Shanxi Institute of Technology, Xi’an 710300, China 4School of Materials Science and Engineering, Southeast University, Nanjing，211189, China azhaopeng_610@163.com, bdeqingxie917@163.com, clgy3577447@163.com, dzhangyunsheng2011@163.com (corresponding author) Keywords: lime; pig blood; early microstructure Abstract.
Taiwan: Institute of Civil Engineering of National Cheng Kung University, 2005
Taiwan: Institute of Civil Engineering of National Cheng Kung University, 2004.

The Preliminary Study on Wheel-and-Rail Dynamical Model of High-Speed Train Du Jianhua1, a Shen Hongyun2, b Wang Yulin3, c 1 Shijiazhuang Institute of Railway Technology, Shijiazhuang, Hebei 050041, China 2 Hebei Jiaotong Vocational & Technical College, Shijiazhuang 050035, China 3Department of Civil Engineering and Architecture, Wuyi University, Wuyishan Fujian, 354300, China adujianhua2014@126.com, b jtxyshy@163.com, cylwanghm@163.com‍‍ Keywords: high-speed train, wheel and rail, dynamical behaviors Abstract: the study on dynamical model of wheel and rail of high-speed train is a focus nowadays.
The dynamics of the model was studied and the dynamical system of wheel and rail without collision was analyzed, which povides the theoretical basis for engineering. 1 Introduction The high-speed train is one of the advanced techniques in the world.
As a result, if the condition can be satisfied, the collision between wheel and rail can be avoided, which povides the theoretical basis for engineering.

Experimental on the service behavior of large-span steel -concrete box beams Lei Li, Guichao Hea and Lingyu Zhoub School of Civil Engineering, Central South University, Changsha 410075, China ahgchao@csu.edu.cn, bzhoulingyu@csu.edu.cn Keywords: Bridges, Steel-concrete Box Beam, Slip, Deflection, Experimental Study Abstract.
References [1] Lingyu Zhou: Service behavior of steel-concrete composite box beams and triaxial nonlinear analysis[PHD Thesis](Central South University, Changsha 2004) (in Chinese) [2] Pinru Zhu: Design Principle of Steel-Concrete Composite Beams (China Architecture & Building Press, Beijing 1989) (in Chinese) [3] Jianguo Nie, Zhiwu Yu: China Civil Engineering Journal.
Vol.14(1993), p.107 (in Chinese) [7] Jianguo Nie, Jumin Shen, Zhiwu Yu: China Civil Engineering Journal.
Vol. 28(1995), p.11 (in Chinese) [8] Jianguo Nie, Jumin Shen: China Civil Engineering Journal.
Vol.30 (2002), p.343 (in Chinese) [10] Jianguo Nie: Experiment Theory and Applications of Steel-concrete Composite Structur(Science Press, Beijing 2004) (in Chinese) [11] Weiming Yan, Wenming Wang, Shicai Chen, et al: China Civil Engineering Journal.

Comparative assessment of membrane fouling propensity using colloidal silica as foulant Chai Hoon Koo1, 2, a, Abdul Wahab Mohammad1, b, Fatihah Suja’3, c, Meor Zainal Meor Talib1, d 1Department of Chemical and Process Engineering, Faculty of Engineering and Built Environment, Universiti Kebangsaan Malaysia, 43600 UKM Bangi, Selangor, Malaysia. 2Department of Civil Engineering, Faculty of Engineering and Science, Universiti Tunku Abdul Rahman, Jalan Genting Kelang, 53300 Setapak, Kuala Lumpur, Malaysia. 3Department of Civil and Structural Engineering, Faculty of Engineering and Built Environment, Universiti Kebangsaan Malaysia, 43600 UKM Bangi, Selangor, Malaysia.