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China 2College of Civil Engineering, Harbin Engineering University, Harbin 150001, P.R.

Study on Anti-corrosion of the HAZ of 30CrMnSi Treated by Laser Remelting Yanli Li RenXu huang Peizhong Zhao Dexian Yi Qingdao Branch, Naval Aeronautical Engineering Academy, Qingdao 266041，China Keywords: laser remelting, anti-corrosion, 30CrMnSi steel, microstructure, polarization curve Abstract. 30CrMnSi is quenched and tempered steel with medium hardenability, and good mechanical properties.
The application of 30CrMnSi steel becomes more and more popular not only in civil facility, but also in military facility[1].
Engineering Materials[M].

Reinforcement Corrosion versus Crack Width KOTEŠ Peter1, a and KOZÁK Ján2,b 1University of Zilina, Civil Engineering Faculty, Univerzitna 8215/1, 010 26 Zilina, Slovakia 2Research Centre of University of Žilina, Univerzitna 8215/1, 010 26 Zilina, Slovakia akotes@fstav.uniza.sk, bjan.kozak@rc.uniza.sk Keywords: Reinforcement, corrosion, crack, crack width, concrete cover, numerical model.
Koteš: Influence on corrosion on crack width and pattern in an RC beam. 6th International Conference „Concrete and Concrete Structures 2013“, Slovakia, (2013), Proceedings of the Conference full papers have been published by Elsevier as the special issue of the e-Journal Procedia Engineering, vol. 65/2013, available online at www.sciencedirect.com, CD, p. 311-320 [3] Fib Bulletin 10.

Finite element analysis of the vibration characteristics of castellated composite beams Yu baochu1,2, b, Wang guodong1, a 1Department of Ocean and Civil Engineering, Dalian Ocean University, Dalian, 116023, China 2 State Key Laboratory of Structural Analysis for Industrial Equipment, Dalian University of Technology, Dalian, 116024, China aemail: wangguodong613@163.com, bemail:baochuyu@dlou.edu.com Keywords: Castellated composite beams; Finite element analysis; vibration characteristics.
[7] Jiang Lizhong, Qi JingJing, Cao Hua etc，force ratio on seismic performance of steel and concrete continuous composite beams [J]，Earthquake Resistant Engineering and Retrofitting, 2006,28（3）21-25

Study on the Improved Model of the Internal Force of the Shield Tunnel Segment Yue Yang 1,a, Xiaoguo Chen 2,b 1School of Civil Engineering,Heilongjiang Institute of Science and Technology,Harbin,China 2Department of Maths and Mechanics,Heilongjiang Institute of Science and Technology ,Harbin, China ayybeijing@sohu.com, bhuanyumama@126.com Keywords: segment internal force; improved model; stratum-structure method; simplification of joint Abstract.
Vol. 3 (2007), p. 119 [2] Hu Zhiping,and Luo Lijuancai zhiyong: Geotechnical Engineering Technology.Vol. 18(2004), p. 42 [3] Huang Hongwei: Underground Space.

Modeling of Load Test of Piles PREKOP Lubomir1, a * 1Slovak University of Technology, Faculty of Civil Engineering, Department of Structural Mechanics, Radlinskeho 11, 810 05 Bratislava, Slovakia a lubomir.prekop@stuba.sk Keywords: pile, load test, numerical experiment, modeling, ANSYS Abstract.
References [1] The technical report to tests, Multifunctional area Central, SO 01 The underground parking, the static load test of a pile No.157 and S2, prepared by: Foundation Engineering, Prague

An Influence of a Shape of a Flaw on a Value of Stress on Beams KOVACIKOVA Janka1,a , IVANKOVA Olga1,b* and DROBNY Dusan2,c 1Slovak University of Technology in Bratislava, Faculty of Civil Engineering, Department of Structural Mechanics, Radlinskeho 11, SK-810 05 Bratislava, Slovakia 2Samsung Electronics Slovakia, Hviezdoslavovo 807, Galanta, Slovakia ajanka.kovacikova@stuba.sk, bolga.ivankova@stuba.sk, cdrdusan6@gmail.com Keywords: glulam beams, flaws, Finite Element Method (FEM), stress analysis Abstract.
(in Slovak) [2] Wood Handbook - Wood as an Engineering Material, Forest Products Laboratory, United States Department of Agriculture Forest Service, Madison, Wisconsin, April 2010

To research on damping performance of dissipation structure for additional metal damper Jiang xiaqing1，a 1 School of Civil Engineering and Architecture, Jiangsu University of Science and Technology, Zhenjiang Jiangsu, 212003, China.
Earthquake Engineering and Retrofitting [2]Pei Xingzhu, Zhang Li,Ren Zhengquan.The time-history analysis method of seismic response onhigh-rise building structure[M].

Self-compacting concrete at low water binder ratio by weight can be filled into the complex model of each corner,has a uniform self compacting molding performance,while ensuring that the hardening of the concrete has good mechanical properties and excellent durability after hardening; and in the surface of the structure is very compact,low permeability,improve its durability. 2.The compressive performance test The cube compressive strength is GB50204-92 " code for construction and acceptance of concrete structure engineering ",produced with side lengths of 150mm standard specimens,at a temperature of 20± 3° C,more than 90% of relative humidity for humid environment or water conservation conditions,after 28 days of maintenance,with standard test method for the measurement of concrete compressive strength,and in order to determine the strength grade of concrete,expressed by fcu. 2.1 Purpose and scope The cube compressive strength is used to determine the self-compacting concrete strength
Journal of civil engineering .2004.5 (Thirty-seventh Vol fifth )

An Approach in Analyzing Longitudinal Fracture of Inhomogeneous Beams with Using Generalized Viscoplastic Models Victor Iliev Rizov1,a* 1Department of Technical Mechanics, University of Architecture, Civil Engineering and Geodesy, 1 Chr.
Introduction Practice indicates that development in many areas of up-to-day engineering necessitates application of efficient novel structural materials like, for instance, continuously inhomogeneous (functionally graded) composite materials whose properties vary along one or more coordinates [1, 2, 3, 4, 5, 6].