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The influence of cycling frequency to response loading in fatigue tests for sandwich beam with viscoelastic core Xue Qichao1,aZou Guangping1, b Xue Tao 2c 1 College of Aerospace and Civil Engineering, Harbin Engineering University, China, 2Water Supplies Bureau of Rencheng District, Jining, China aXue1736@163.com, bZouguangping@hrbeu.edu.cn, cXueTao258@163.com Keywords: Fatigue test, Sandwich plate, viscoelastic core, loading frequency.
References [1] Dentsoras, A.J; Kouvaritakis, E.P, Effects of vibration frequency on fatigue crack propagation of a polymer at resonance，Engineering Fracture Mechanics, Mar 1995,v 50, n 4, p 467-473 [2] A.D.

Response analyses of high-rise steel structure to wave passage seismic excitations Tielin Liua, Hui Wangb, Yangyang Sunc School of Civil Engineering, Shenyang Jianzhu University, Liaoning, Shenyang 110168, China aliu_tielin@yahoo.com.cn, bhui95437@163.com, csun_yangyang@qq.com Keywords: earthquake response, high-rise steel structure, wave passage excitation, uniform excitation Abstract.
Earthquake Engineering & Sturctural Dynamics, Vol. 21 (1992), p.461
Dynamics of Structures: Theory and Applications to Earthquake Engineering, Beijing: Tsinghua University Press, China (2005)

Theoretical Model of Suspended Floor Under the Seismic Effect Zhang Yuxina, Zhang Wenjin, and Zhu Jinru College of Civil Engineering, Tongji University, Shanghai, 200092,China ahxyjlxyy@163.com Keywords: Suspended Floor; Huge Frame Construction; Damping; Mode-superposition response spectrum method Abstract.
Study on Seismic Damping Performance Computing and Calculation of Suspended Structure [C].Proceedings of the Third National Conference on Earthquake Engineering.1990. 585～590.
(in Chinese) [2]Yao Qianfeng.Research and Development on Engineering Structures Damping Control [C].Several studies of the Use of Technology and Progress of Vibration. 2003:13-31.

The Stress Analysis of the Industrial Fiber-Reinforced Concrete Slab on Elastic Subgrade Loaded by the Operational Loading KORTIŠ Ján1, a * 1Department of Structural Mechanics, Faculty of Civil Engineering, University of Žilina, Univerzitna 8215/1, 010 26 Žilina, Slovak Republic ajan.kortis@fstav.uniza.sk Keywords: concrete slab, elastic subgrade, stress analysis, computer model Abstract.
The right dimensions of the structure as well as using of appropriate material depend also on the certainty of engineers [2].
It means that well experienced engineers who have a lot of information about the real application can find better solution mainly if complicated circumstances are present.

The Element Analysis on Hysteretic Property of Cross Steel Reinforced Concrete Special-shaped Column in Different Rates of Steel Bone Riliang Li1, a, Yafeng Xu1, b and Shouyan Bai2, c 1School of Civil Engineering, Shenyang Jianzhu University, 110168, China 2Library, Shenyang Jianzhu University, 110168, China a307508731@qq.com, bceyfxu@163.com, c515837380@qq.com Keywords: Hysteretic property, Cross steel reinforced concrete special-shaped column, Rate of steel bone Abstract.
Steel reinforced concrete special-shaped column compared with reinforced concrete special-shaped column, because of it contain steel bone, the bearing capacity and ductility are greatly improved in the same section condition, and the property improvement not only can content the requirement of the tower and the big span in the engineering, but also can protect the steel bone which is in the concrete [2].
The eleventh national conference on modern structural engineering, (2011), p. 1056-1059

CFD Analysis of Wind Effects on High-Rise Buildings Complex "Panorama City in Bratislava" ANTAL Roland1, a * and JENDZELOVSKY Norbert 1,b 1Slovak University of Technology in Bratislava, Faculty of Civil Engineering, Department of Structural Mechanics, Radlinskeho 11, SK-810 05 Bratislava, Slovakia aroland.antal@stuba.sk, bnorbert.jendzelovsky@stuba.sk Keywords: wind effects, wind flow, pressure coefficient, ANSYS CFX Abstract.
Introduction Analyzing wind effects on high rise buildings is one of the major problem for designers and engineers these days.
As we can see, simplified analysis made by CFD software can give sufficient results for engineering practice.

So a fast algorithm which can deal with the buckling problem of the complicated section member will guide efficiently the actual engineering design.
The fast algorithm is suitable for calculating the buckling load for centrally compressed members with any type section member and any distribution of residual stresses, which will guide efficiently the actual engineering design.
Elmahdy: Canadian Journal of Civil Engineering, Vol. 20(1993), p.835 [2] J.

Adsorption performance of ammonia onto compound clinoptilolite filter material Longlong Gaoa, Yanzhen Yub, *, Miaowan Lic, Yuxing Zhoud, Huadong Zhange Municipal Engineering, School of Civil Engineering and Architecture, University of Jinan, Jinan 250022, China agaoxg0-01@163.com, bcea_yuyz@ujn.edu.cn, clmw137911@yahoo.cn, dZhouyuxing@yahoo.cn, eyiaolisandiancom@163.com *Corresponding author: Yanzhen Yu Keywords: clinoptilolite ; compound filter material ; ammonia nitrogen ; adsorption Abstract.
Journal of Food Engineering, Vol 63 (2004), p. 467-472

The Effects of steel content for the Mechanics Performance of Fiber Modified Polymer Resin Concrete Yujie Jin 1, a, Liguang Xiao 1,b and Feng Luo1,c 1Jilin Institute of Architecture and Civil Engineering, Changchun, China, a785401050@qq.com, bxiaolg627@Sohu.com, c 285799031@qq.com Keywords: polymer mortar, epoxy resin, flexural strength,compressive strength,the ratio of flexural and compressive strength Abstract.
Research of Epoxy Resin Concrete (Mortar) Modified and Application ,Dissertation for the Master Degree in Engineering ,2010
Journal of wuhan University of Technology,2009(10):843-845 [4]Huang X,Tsuji N,Hansen N,et al.Microstructural evolution during accumulative roll-bonding of commercial purity aluminum[J].Materials Science and Engineering,2003,A340(1-2):265-271 [5] Xiao Liguang, Jin Yujie.

Numerical investigation of interaction between flexible Hyper-elastic structure and fluid by immersed boundary method Jing LV 1,a, Chun RAN 2,b, Dongwei HAO 3,c 1Faculty of Civil and Architectural Engineering，Kunming University of Science and Technology，Kunming，650224，China alv_lvshouse@126.com Keywords: immersed boundary method; flexible hyper elastic; erythrocyte; shear flow; micro vessels Abstract.
Computer Methods in Applied Mechanics and Engineering, 2008, 197(25–28): 2210-223
Computer Methods in Applied Mechanics and Engineering, 2004, 193(12-14): 1305-1321.