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Milan Držka, PhD.1, a 1Slovak University of Technology in Bratislava, Faculty of Civil Engineering, Radlinského 11, 813 68 Bratislava, Slovak Republic amilan.drzka@stuba.sk Keywords: analysis, balcony, building components, moisture Abstract: The article deals with analysis of effects influencing projected constructional buildings (i.e. balconies) during their service life.

., in: Prediction of soil water properties for hydrologic modeling, American Society of Civil Engineers , New York (1985) [8] Campbell, G.S., Shiozawas, S., in: Prediction of hydraulic properties of soils using particle size distribution and bulk density data, University of California Publishers, California (1992) [9] Vauclin, M.

Study on the photocatalyst degradation of methylene blue by using nanometer-sized TiO2/ quartz sand Song Han*1,a, Jinbing Sun 1,b, Wei Xiang1,c, Siyao Guo1,d, Fenglu Wang 1,e, Li Jiang 2,f, Dongpo He*2,g 1 College of Forestry, Northeast Forestry University (NEFU), China 2 College of Civil Engineering, Northeast Forestry University (NEFU), China asongh77@hotmail.com, ghdp6203@yahoo.com.cn Keywords: Titania; Quartz sand; Photocatalyst; Methylene blue Abstract.

The Influence of Sputtering Argon Pressure on LaB6 Films Characetristics Jing Xu1, a, Guanghui Min2,b, Huashun Yu2,band Jing Li3,c 1Department of Civil Engineering, Shandong Jiaotong University, Jinan 250023, PR China 2Key Laboratory of liquid Structure And Heredity of Materials, Ministry of Eduction, Shandong University, Jinan 250061, PR of China 3School of materials, Shandong Jianzhu University, Jinan 250000, PR China axujing1132@sina.com, bghmin@sdu.edu.cn, clijing-ck@163.com Keywords: Lanthanum hexaboride, Film, Argon pressure, Characteristics.

Finite element analysis of thermal stress on FBG-GFRP Li Sun1,a, Hong Hai1,b , Dezhi Liang1,c, Jian Zhao1, Na Zhang1 School of Civil Engineering，Shenyang Jianzhu University，Shenyang 110168，China aSunli2001@hotmail.com, bhhlxssy@163.com, cliangdezhi2000@163.com Keywords: Fiber Bragg Gratings (FBG), finite element analysis, temperature sensitivity, temperature stress Abstract.

Damage Model and Damage Mechanical Characteristics of Loaded Rock under Freeze-thaw Conditions Huimei Zhang 1, a, Gengshe Yang 2,b 1Dept. of Mechanics, xi’an University of science &Technology, Xi’an 710054,China; 2 College of Architecture and Civil Engineering, Xi’an University of Science &Technology, Xi’an 710054, China azhanghuimei68@163.Com, byanggs@xust.edu.cn Keywords: Freeze-Thaw Cycle; Loaded Rock; Damage Model; Mechanical Characteristics; Experiment Verification Abstract.
Chinese Journal of Rock Mechanics and Engineering, 2008, 27(8): 1688-1694.
Chinese Journal of Rock Mechanics and Engineering, 2005,24(17):3 076–3 082.
Chinese Journal of Geotechnical Engineering, 2004, 26(6): 838-842 [8] Zhang Quan-sheng, Yang Geng-she, Ren Jian-xi.
Chinese Journal of Rock Mechanics and Engineering, 2003, 22(1): 30-34(in Chinese) [9] Ning Jian-guo, Zhu Zhi-wu.

The building sets up reservoir slope, in order to avoid mass of excavation and fill geotechnical Engineering,according to the change of slope angle, pile foundation is generally made into different height. the foundation of building is Considered apart from Superstructure in general design. in the normal loading condition to satisfy coordination between bearing capacity and strain.
Along with the calculator is in the extensive application in the construction engineering and recording the acceleration schedule of the actual earthquake to input structure computing pattern, directly analytical structure of the earthquake respond to have already made possible.
ANSYS Engineering Aalysis of Avanced Cases.
(in Chinese) [6] Haihong MO,Xiaoping YANG.Foundation Engineering.
ANSYS Civil Engineering Epplication Example.

Parametric Study 0f Hysteretic Behavior of Combined Welded Heavy Steel Plates with Accumulative Damage Na Yang1,a, Jingjing Zhang2,b and Ting Guo1,c 1 School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China. 2China Architecture Design & Research Group, Beijing 100044, China.
Introduction For the need of engineering, combined welded heavy steel plates are now in widespread use in important steelwork project.
In engineering, damage assessment model based on component or structure has a more extensive application than damage constitutive model based on material.
Allahabadi: Seismic Damage Prediction by Deterministic Methods: Concepts and Procedures Earthquake Engineering and Structural Dynamics, Vol.16. 1988,719～734 [2] G.Hear、R.B.Testa: Model Analysis for Damage Detection in truction , ASCE，ST10 ,1991 , 3042～3063 [3] L.
ASCE,J of Structural Engineering,1980, 106(6):1295～1310 [7] Kato B, Akiyama H.

Study of the Critical Displacement of Landslides by Renormalization-Group Theory HUANG Xin1, a, QIN Siqing1,b, NIU Jingrui1,c, XUE Lei1, WANG Yuanyuan1 1Key Laboratory of Engineering Geomechanics, Institute of Geology and Geophysics, Chinese Academy of Sciences, Beijing, 100029, China akouzi84@sina.com, bqsqhope@sohu.com, cjingruiniu@yahoo.cn Keywords: Renormalization-group theory; Landslides; Critical Displacement; Locked patch Abstract.
Chinese Journal of Rock Mechanics and Engineering,2010, 29(5):873~880 (in Chinese) [4] Qin Siqing,Wang Sijing,Sun Qiang,et al.
Tensile strength，Weibull¢s theory and a general statistical approach to rock failure[C]// Proceedings of the Civil Engineering Materials Conference.
Rock Mechanics and Rock Engineering，1970，2(3)：123–137
Rock Mechanics and Rock Engineering，2006，39(1)：59–76

So that engineers can simply analysis of the ultimate bearing capacity of such as the deformed steel arch, and to determine the measures to repair the deformation of steel tube.
Conclusions The ultimate bearing capacity and critical stress of the steel tube of local section deformation in practical arch structure engineering is researched.
In: Theory of Elastic Stability, McGraw-Hill, (1985) [4] Chen Bao-chun: Journal of Civil Engineering. vol. 36(12), 2003，pp: 48一57 ( In Chinese) [5] 2.Q.Chen,T.J.A.Agar: Computer & Structure.
[6] Zhao Lei: Central South Highway Engineering, 2000(3) pp: 35 - 37, 40. ( In Chinese) [7] Chang-Jun Zhao, Wang Fengjun, Chen Qiang, etc: highway, 2001, (2) pp: 15- 18. ( In Chinese) [8] Wang Xinmin.
In: ANSYS numerical analysis of engineering structures, People's Communications Press, Beijing, (2000). ( In Chinese)