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., Xicheng District, Beijing Research Center for Engineering Structures and New Materials, Beijing University of Civil Engineering and Architecture, Beijing, China aliguohua2@126.com, bqczbicea@yahoo.com.cn, cluojian8095@bucea.edu.cn Keywords: top-and-seat angle, connections, ultimate moment.
Civil Engineering, Vol.5(2002):p.24.

Černý1, e 1Czech Technical University in Prague, Faculty of Civil Engineering, Department of Materials Engineering and Chemistry, Thákurova 7, 166 29 Prague 6, Czech Republic 2Czech Technical University in Prague, Faculty of Civil Engineering, Experimental Centre, Thákurova 7, 166 29 Prague 6, Czech Republic adana.konakova@fsv.cvut.cz, bmonika.cachova@fsv.cvut.cz, ceva.vejmelkova@fsv.cvut.cz, dpavel.reiterman@fsv.cvut.cz, ecernyr@fsv.cvut.cz Keywords: lime-cement plasters, external environment, aging process, basic physical properties, compressive strength, bending strength, water vapour resistance factor Abstract.

Influence of Silica Nanoparticles on Mechanical Properties of HPC LAIBLOVÁ Lenka1,2,a,∗, VLACH Tomáš1,2,b, KUMAR Anuj1,2,c and CHIRA Alexandru1,2,d 1Faculty of Civil Engineering, CTU in Prague, Thákurova 7, 166 29 Prague 6, Czech Republic 2University Centre for Energy Efficient Buildings, CTU in Prague, Třinecká 1024, 273 43 Buštěhrad, Czech Republic alenka.laiblova@fsv.cvut.cz, btomas.vlach@fsv.cvut.cz, canuj.kumar@fsv.cvut.cz, dalexandru.chira@fsv.cvut.cz Keywords: Silica Nanoparticles; SiO2; High Performance Concrete (HPC); Nanocomposites.
Introduction These new types of concrete - high performance concrete (HPC) and ultra higt performance concrete (UHPC) are more and more used materials in civil engineering for different types of infrastructures.
Hsiao, Effect of nanosilica on characterization of Portland cement composite, Materials Science and Engineering A 424.1 (2006) 266-274

Damage and chloride penetration of cement mortar under conventional triaxial compression Zuquan Jin 1 2,a, Qiuyi Li 1,b, Chuan Li3,c, Tiejun Zhao 1,d 1 Qingdao Technological University, Qingdao, 266033, China 2Jiangsu civil engineering materials key lab, Southeast University, Nanjing, 211189, China 3Qingdao No.1 Municipal Engineering Company, Qingdao, 266033, China a jinzuquan@126.com, blqyyxn@163.com, cynlichuan@126.com, dztjgp@263.net Keywords: cement mortar, conventional triaxial compression, deformation, chloride.
Acknowledgement This work was part of a key project financially supported by the Chinese National Natural Science Foundation (NSF) Grant No. 50708046, No. 50739001, and supported by Jiangsu civil engineering materials key laboratory open Foundation and Shandong National Natural Science Foundation Grant No.

Wind Flow Simulation of Scale Model of TTU Test Building Shi Biqing1, a, Liu Shuai2, Xie Zhuangning3 1Department of Civil Engineering, Shantou University, Shantou, Guangdong, China 2Dongguan Electric Power Design Institute, Dongguan, Guangdong, China 3School of Civil and Transportation Engineering, South China University of Technology, Guangzhou, Guangdong, China asbb692@163.com Keywords: turbulence characteristics, wind flow simulation, scale model testing of TTU test building, full-scale model testing of TTU test building Abstract.
The spire-roughness simulation technique has been improved by many wind engineering researchers to simulate the atmospheric boundary layer flow.

Seismic Assessment of a Historical Masonry Building Chao Hsun Huanga, Shih Hsun Yinb and Shun Chouc Dept. of Civil Eng., Nat’l Taipei Univ. of Technology, 1 Sec. 3, Chung Hsiao E.
(In Chinese) [2] ASCE, Minimum Design Loads for Buildings and Other Structures, ASCE/SEI 7-10, American Society of Civil Engineers (2010)

A Two-Stage Kalman Estimation Approach to Identify Parameters of a Nonlinear Elastic Structure Ying Lei a , Yongqiang Jiang b School of Architecture and Civil Engineering, Xiamen University, Xiamen, Fujian, 361005, China aylei@xmu.edu.cn, bjyqgon@tom.com KEYWORDS: System Identification; Nonlinear System; Kalman Estimator; Duffing-Type Shear-Beam Building ABSTRACT.
Kiremidjian. " Monitoring and Evaluating Civil Siructures Using Measured Vibration ".

An ExperimentalEvaluation of Development Length of Reinforcements Embedded inGeopolymer Concrete Kim, Jee Sang1,aand Park,JongHo1,b 1Department of Civil and Architectural Engineering, Seokyeong University, Seongbuk-Gu, Seoul, Republic of Korea azskim@skuniv.ac.kr,bwhdgh1036@nate.com Keywords:Geopolymer concrete, Bond strength, Pull-out test, Development length Abstract.Geopolymer concrete is an emerging construction material that uses a by-product material such as fly ash to completely replace the ordinary Portland cement.
Acknowledgements This work was performed with the support of research funds for the Development of High Performance Concrete for the Nuclear Power Plant Structures (2011T100200161) of the Korea Institute of Energy Technology Evaluation and Planning (KETEP) grant funded by the Korea Government, Ministry of Knowledge Economy and partly 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).

An Experiment on Bond Properties of Reinforcements embedded in Ultra High Performance Concrete Kim, Jee-Sang1,a, Park, Jong Ho 1,b 1 Department of Civil and Architectural Engineering, Seokyeong University, Seongbuk-Gu, Seoul, Republic of Korea azskim@skuniv.ac.kr, b whdgh1036@nate.com Keywords: UHPC(Ultra High Performance Concrete), Bond strength, Pull-out test, Bar diameter Abstract.
Acknowledgements 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).

Application of exact element-method on calculation of form-finding and unstressed length of cable Li Zhou1,a,Wei Yuancheng2,b,Wang Ronghui1,c,Li Jialun4,d,Zhang Peng5,e 1School of Civil Engineering and Transportation,South China university of technology, Guangzhou, China 2JiangXi Electric Power Design Institute,Nanchang,China 3HuBei Engineering University,Xiaogan,China 4The First Engineering Co., Ltd of China Zhong Tie Major Bridge Engineering Group, Zhengzhou, China a976112542@qq.com, b327104809@qq.com, clouislee109@tom.com, d237671672@qq.com, e272526350@qq.com Keywords: Form-finding; Exact coordinates ; Iteration; Suspension cable.
General situation of engineering example This article takes Aizhai suspension bridge as a engineering case for Analysing.
Journal of Harbin University of Civil Engineering and Architecture,1997,30(3):29-33
[4] SCHEK H K.The force densities method for form-finding and computation of general nets[J].Computer Methods in Applied Mechanics Engineering,1974.3(1):115-134
ANSYS Engineering structure numerical analysis[M], Beijing:China Communications Press, 2007.10.