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A Study on the Flight Data Visualization of General Aviation Based on Flightgear Lin Wei1, a, Zhi Xu2, b, Yu-Meng Ma3, c, Ye-Lu Liu4,d 1, 2, 3Aviation Engineering Institute, Civil Aviation Flight University of China, Guanghan 618307, Sichuan, China aweilin@cafuc.edu.cn, bxuzhi821@163.com, c1154671416@qq.com, d4344545715@qq.com Keywords: General aviation; data visualization; FlightGear simulation; Socket; instrument display.
The data for simulating is a part of real training data which is collected from Cessna 172p in civil aviation flight university of china, Luoyang.
X2012-8) and science and technology fund of Civil Aviation Administration of China (Grant No.
Electronic Design Engineering 24 (2011): 017
Computer Engineering and Design, 4, 051.

A Measurement of Volume Resistivity in Fe-Based Shape Memory Alloy under Tensile Deformation and its Evaluation of Strain Rate Sensitivity Bo Cao1, a, Yutaro Moriyama2, Kazuki Fujita3 and Takeshi Iwamoto4, b* 1Graduate School of Engineering, Hiroshima University, 1-4-1 Kagamiyama, Higashi-Hiroshima, Hiroshima, 739-8527 Japan 2IHI Corporation, Toyosu IHI Building, 3-1-1, Toyosu, Koto, Tokyo, 135-8710 Japan 3The Japan Steel Works, Co.
Ltd., Gate City Ohsaki-West Tower, 1-11-1, Osaki, Shinagawa, Tokyo, 141-0032 Japan 4Institute of Engineering, Hiroshima University, 1-4-1 Kagamiyama, Higashi-Hiroshima, Hiroshima, 739-8527 Japan am151113@hiroshima-u.ac.jp, biwamoto@mec.hiroshima-u.ac.jp Keywords: Fe-based shape memory alloy, Strain rate sensitivity, Volume resistivity, Kelvin double bridge, Tensile deformation Abstract.
However, because its production cost is much lower than the NiTi alloys, Fe-SMA is challenged to be applied to civil engineering fields such as vibration absorbers and joints.
In other words, Fe-SMA is material which has great potential in civil engineering structures, however, its application is still in a pioneer stage.

Study on Operation and Parameters of Urban Sewage Source Heat Pump System with Freezing Latent Heat Collection Jianfeng Qian1, 2,a 1 School of Energy & Civil Engineering, Harbin University of Commerce, Harbin, China 2 School of Civil Engineering, Dalian University of Technology, Dalian, China a qianjianfeng2002@163.com Keywords: Urban sewage; freezing latent heat; heat pump system; operation; parameter Abstract.
Urban sewage is a renewable energy source in the fields of heating and air conditioning engineering, and urban sewage source heat pump system plays an important role on energy-saving and environmental protection.
Introduction It is a promising and renewable when using urban sewage as the cooling and heating resource in the heat pump system in the fields of heating and air conditioning engineering [1~2].
Sun and R.Wu , “Analysis of new surface water heat pump and correlative technology,”Journal of Harbin University of Commerce (2007), p.231-234 [4] Qu Kaiyang and Jiang Yi, “Factors affecting supercooled water freezing occurrence,”Acta Energiae Solaris Sinica (2003), p.814-821 [5] Wakamoto S, Tanaka N, “Study of the stability of supercooled water in an ice generator,” Ashrae Transactions (1996), p. 142-150 [6] Chen Yonghong and Chen Peilin, “study of flow frictional characteristics for ice slurry flowing in horizontal pipes,” Mechanics and Engineering (1997), p.36-38

Numerical Simulation of Soil-Structure Dynamic Interaction System under Blasting Load Wenle Gao1, 2, a, Bo Huang1, 2, b , Chen Wang3 1School of Civil Engineering and Architecture, Shandong University of Science and Technology, Qingdao, Shandong, 266590, China 2 Shandong Province Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering, Shandong University of Science and Technology, Qingdao, Shandong, 266590, China 3 Rizhao Architectural Design Academy Co., Ltd. , Rizhao , Shandong, 271000, China awenlegao@163.com, bhbo1987@126.com Keywords: Blasting Vibration, Pile-Soil-Structure Interaction System, ANSYS/LS-DYNA, Numerical Simulation.
Soil-Structure Dynamic Interaction (SSDI) is an important content of earthquake engineering and earthquake resistance of engineering structures.
These conclusions could provide theory basis for earthquake resistance of engineering structures and design of pile foundation.
SSDI is an important content of earthquake engineering and seismic resistance of engineering structures.
[2] Xilin Lv,Yueqing Chen,Bo Chen,Wei Huang and Ling Zhao: Earthquake Engineering and Engineering Vibration Vol. 20 (2000), p. 20–29(In Chinese) [3] Deling Qian, Jing Xia, Wensheng LU,Yanfei XU and Jianquan LI: Chinese Journal of RockMechanics and Engineering Vol. 28 (2009), p. 2024–2030(In Chinese) [4] Yibin He, Dongzhou Xia, Yan Yan and Jianhua Liu: Chinese Journal of Geotechnical Engineering Vol. 31 (2009), p. 521–527(In Chinese) [5] Dongyin Zhang,Xing Jin,Haiping Ding and Ge Kong: Earthquake Engineering and Engineering Vibration Vol. 25 (2005), p. 170–173(In Chinese) [6] Clayton R and Engquist B: Geophysics Vol. 45 (1990), p. 895–904(In Chinese) [7] Wenbo LU, Shixiang Lai, Daqiang Shu and Chuanyun Zhu: Blasting Vol. 17 (2000), p. 11–14(In Chinese) [8] Xiaojiang Shang and Jianyu Su: Dynamic Analysis method and Engineering Examples of ANSYS/LS-DYNA (China WaterPower Press, China 2005).

Measurement Techniques of Reference Line for Anchor System of North Anchorage of a Bridge LI Xi-yuan1, a, GUO Zhi-he2,b 1School of Civil Engineering and Architecture, HuBei University of Technology, China 2School of Civil Engineering and Architecture, HuBei University of Technology, China alxy0679@163.com, b497386130@qq.com Keywords: Anchorage system.
Combining with the practice of bridge engineering, this paper introduces the precise positioning of anchorage system by two-point reference line lofting principle.

Thermal, strength and leachability characteristics of cellulose fibre reinforced lime-soil brick Weerapol Namboonruang1,a and Prayoon Yongam-nuai1,b 1Department of Civil Technology and Architecture, Faculty of Science and Technology, Muban Chombueng Rajabhat University, MCRU 70150, Thailand abannork_civil@hotmail.com , bajanyoon@hotmail.com Keywords: Cellulose fibre, Cement brick, Brick composites, Low cost materials, Low thermal conductivity Abstract.
Rattanakorn Rawangkul, STRR Engineering CO.
Wanchai Yodsudjai, Head of Department of Civil Engineering, Kasetsart University, Assoc.
Dr.Trakool Aramraks Department of Civil Engineering, Kasetsart University, Thailand for their invaluable help and constant encouragement throughout this research.
Sincere thanks to the Department of Civil Technology and Architecture for instrument test supporting and Muban Chombueng Rajabhat University, MCRU for partial financial support.

However, the field of structural design in the country, accounting for the absolute authority of the software market is PKPM, almost more than 90% of the ordinary civil structural designers to use.
The ordinary civil design software, the environment which is to many building practical work condition, the too good means have not carried on the simulation.
This article through to uses PKPM to carry on the design, has been completed the ordinary civil high-rise construction carries on the pulsation experiment, will test the actual structure self oscillation cycle which obtains to lead PKPM to carry on the model to revise, and carries on the contrast with the primitive design value, draws the corresponding conclusion.
Conclusion Common structural design software without considering the interaction between soil and actual engineering environment influence, so will cause actual working circumstances building some dynamic characteristics, theoretical analysis with the measured values between have some difference.
Engineering Structures, 1997,19(2):145~150 [5] Li Q S,Xiao Y Q,Wong C K.Full-scale motyphoon effects on super tall buildings[J].Fluids and Structures,2005,20:697―717.

A Stress Analysis of the Post-Tensioned Anchorage Zones Using UHPC Jee-Sang Kim1, a *, TaeHong Kim2, b 1Department of Civil and Architectural Engineering, Seokyeong University, 124 Seogyeong-no, Seongbuk-gu, Seoul, Republic of Korea 2Korea Railroad Research Institute, 176 Cheoldobangmulgwan-ro, Uiwang-si, Gyeonggi-do, Republic of Korea azskim@skuniv.ac.kr, bkthmax01@naver.com Keywords: UHPC, Anchorage zone, Bursting stress, Spalling stress, Longitudinal edge tension stress.
Acknowledgement This research was supported by a grant (13SCIPA02) from Smart Civil Infrastructure Research Program funded by Ministry of Land, Infrastructure and Transport (MOLIT) of Korea government and Korea Agency for Infrastructure Technology Advancement (KAIA).
[4] Japan Society of Civil Engineers (JSCE), Recommendations for Design and Construction of Ultra High Strength Fiber Reinforced Concrete Structures (Draft), JSCE Guidelines for Concrete No. 9, 2006

Dynamic Characteristics Analysis in Different Kinds of Mega-frame Structures Subjected to Vertical Seismic Force Zhihua Nie1, a and Hongbing Liu2,b 1 Department of Civil Engineering, Nanchang Institute of Technology, Nanchang, Jiangxi, 330099, China 2 School of Mechanics and Civil & Architecture, Northwestern Polytechnic University, Xi’an, Shaanxi, 710129, China ancnzh@163.com, blhb@nwpu.edu.cn Key words: Mega-Frame Structures; Vertical Seismic Force; Series-Parallel-Connection Model; Analysis of Step-By Step Integer Abstract.
Vol. 20(1998), p. 1 [5] Zhou Jian, Wu Xiaobo, Liu Na: Journal of Beijing University of Civil Engineering and Architecture.

Study on Design and Construction Technique of Recycled Concrete Curbs Zhijun Lan1,a, Chuanlong Zou2,b, Yanyan Chen2,c *, Lijun Liang2,d 1College of Literature and Arts, Nanning University, Nanning, Guangxi 530200 2College of Civil Engineering and Architecture, Nanning University, Nanning, Guangxi 530200 a470891383@qq.com, b236685299@qq.com, c164718415@qq.com, d746995426@qq.com Keywords: Recycled concrete, Curb, Construction technique, Road Abstract.
In order to prepare recycled concrete suitable for road works, we prepare low-strength recycled crushed brick aggregate concrete according to practical engineering.
China Civil Eng.
China Civil Eng.