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Study on Mechanics Behaviors of Composite and Isotropic Shells Yaopeng Wu Key Laboratory for Structural Engineering and Earthquake Resistance of China Education Ministry, Xi’an University of Architecture and Technology, Xi’an 710055, China wyp@xauat.edu.cn Keywords: Shell Structure, Composite, Constitutive Equation.
As a novel deployable structure, it shows a broad application prospect in the field of aeronautics and civil engineering, etc.

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.

The research results not only provide a strong basis to the concrete bridge asphalt pavement mix design, but also provide some reference to similar engineering practice.
KSCE Journal of Civil Engineering, 2004, 8(4): 411-416
A Laboratory and Statistical Evaluation of Factors Affecting Rutting.The Intenrstional journal of Pavement Engineering.Vol.4(l):59-68
China Civil Engineering Journal. 2011, 9:124-129.

PERPETUATE Project: the Proposal of a Performance-based Approach to Earthquake Protection of Cultural Heritage LAGOMARSINO Sergio 1, a, MODARESSI Hormoz2, b, PITILAKIS Kiriazis3, c, BOSILJKOV Vlatko 4, d, CALDERINI Chiara5, e, D'AYALA Dina6, f, BENOUAR Djillali7, g and CATTARI Serena8, h 1,5,8 Dept. of Civil, Environmental and Architectural Engineering, University of Genoa, Genoa, Italy 2 Bureau de Recherches Géologiques et Minières (BRGM), France 3 Dept. of Civil Engineering, Aristotle University of Thessaloniki, Thessaloniki, Greece 4 Faculty of Civil and Geodetic Engineering, University of Ljubljana, Ljubljana, Slovenia 6 Dept. of Architecture and Civil Engineering, University of Bath, Bath, UK 7 Built Environment Research Laboratory, University of Bab Ezzouar, Bab Ezzouar, Algeria csergio.lagomarsino@unige.it, bh.modaressi@brgm.fr, ckpitilak@civil.auth.gr, d vbosiljk@fgg.uni-lj.si, echiara.calderini@unige.it, fabsdfda@bath.ac.uk, gdbenouar@gmail.com

Spencer, Jr. 3,c, Yufei Liu4,d 1,2,4 Department of Civil Engineering, Tsinghua University, Beijing 100084, CHINA 3 Department of Civil and Environmental Engineering, UIUC, Urbana 61800, USA acdy2008310043@gmail.com, bxkg-dci@tsinghua.edu.cn, cbfs@illinois.edu, dliuyf06@gmail.com Keywords: Natural excitation technique, Random decrement technique, eigensystem realization algorithm, Wireless smart sensors, Decentralized data aggregation Abstract.
Introduction Collapses of aging civil structures exposed to severe loadings often result in a large number of casualties, as well as social and economic problems.
WSSN is widely used in dense array of sensors for monitoring large scale civil infrastructures[[] Jang SA, Jo H, Cho S, Mechitov KA, Rice JA, Sim SH, et al.

Chen2,c 1Assoicate Professor, Dept. of Civil Engineering, National Central University, Taiwan 2Graduate Student Researcher, Dept. of Civil Engineering, National Central University, Taiwan atylee@ncu.edu.tw, b97302022@cc.ncu.edu.tw, c102322022@cc.ncu.edu.tw Keywords: Ultimate State, Soil-Structure Interaction, Vector Form Intrinsic Finite Element Abstract.
Since the Vector Form Intrinsic Finite Element method is superior in managing highly nonlinear engineering problems even with fracture and collapse, it is used in this study to predict the failure process of bridges.
Introduction The Vector Form Intrinsic Finite Element (VFIFE), developed by Ting et al. [1] is superior in managing the engineering problems with material nonlinearity, discontinuity, large deformation, large displacement and arbitrary rigid body motions of deformable bodies.
Journal of Geotechnical and Geoenvironmental Engineering 1999; 125(9: 750-759
Sixth International Conference on Urban Earthquake Engineering 2009.

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.