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China Civil Engineering Journal,1999, 32(2): 3-8.
China Civil Engineering Journa,l 1997, 30 (1): 31-36.
T-beamsYang.China Civil Eingeering Journa, 2010, 43 (3):1-7(in chinese) [8] Mohsen A.Issa.
Long-term behavior of composiye beams with shinkage,creep and cracking(II):theoretical analysis.China Civil Eingeering Journa, 2009, 42(3):16-22(in chinese) [12] Nie Jianguo,YuZhiwu.Research and practice of composite steel-concrete beams in China［J］ .China Civil Engineering Journal,1999,32（2）:3-8(in chinese) [13] XUE Weichen, Ding Min, Luo Ziwe.
Engineering Structures,2004, 26(12): 1853-1860

The conference is aimed at engineers, scientists, field researchers, managers and other specialists involved in the theoretical and practical aspects of Building Safety and building protection against impact of all hazards on a project of the objects of critical infrastructure: natural, criminal, terrorist, and accidental, that in fact is a multi-hazard approach for modern security design.
Topics include risk analysis and risk management; safety material engineering; integrated safety design proces; natural disaster management; emergency response; critical infrastructure protection; public safety and security ; urban safety planning; transportation safety and security; seismicity and geomechanics; numerical modelling and building sustainability.
This issue contains selected papers from the ICBSS 2015, which took place on the campus of Czech Technical University in Prague, Faculty of Civil Engineering, from August 10 to August 12.
Stanislav Rolc Military Research Institute, Czech Republic ORGANISERS Czech Technical University in Prague, Faculty of Civil Engineering technologie.fsv.cvut.cz University of Defense, Faculty of Military Technology www.unob.cz Willenberg Foundation www.willenbergfoundation.com

Seismic Control Research of Longitudinal Floating Bridge Based on MR Damper Meng-Gang Yanga, Kui Ouyangb School of Civil Engineering, Central South University, Changsha, 410075, P.
Introduction In recent years, vibration control theories and applications in civil engineering have been developed rapidly [1-2].
China Civil Engineering Journal Vol. 39(11), (2006) [7] Y.
Earthquake Engineering and Engineering Vibration Vol. 20(2),(2000) [8] S.S.
Intelligent Control for Structural Vibration of Civil Engineering.

Acchar 1,3,e 1 Postgraduate Program in Science and Material Engineering - PPGCEM 2 Department of Mechanical Engineering - DEM 3 Department of Theoretical and Experimental Physics - DFTE Universidade Federal do Rio Grande do Norte - UFRN, Campus Universitário Lagoa Nova, CEP 59072-970, Natal-RN, Brazil a jaqueligia@hotmail.com, bpriscyllacinthya@hotmail.com, crubens@dem.ufrn.br, d umbelino@dfte.ufrn.br, e acchar@dfte.ufrn.br Keywords: Plaster residues, Clays, Mass formulation, Red ceramic, Physical-mechanical properties.
Coating plaster residues (CPR) used in the civil construction industry account for a considerable percentage of building debris.
The control of residues generated in the civil construction industry in Brazil is regulated by Resolution no. 307 of the National Environment Council (CONAMA), which stipulates that activities for the "treatment and destination of solid urban residues" are subject to environmental licensing by the relevant environmental organ (Art. 2º, § 1º) and it is clearly expressed in the Federal Constitution of 1988 (Art.225, § 1º, IV) that an environmental impact study and a report on the environmental impact are required for activities that effectively or potentially generate significant environmental degradation, legislation that has become very important in the execution of construction projects [2].
Thesis (Ph.D. in Civil Engineering).
Thesis (Ph.D. in Materials Science and Engineering).

The papers presented are the result of the latest research work of scientists in the areas of Applied Physics and Engineering.
Hamidi Abdul Aziz from School of Civil Engineering, Universiti Sains Malaysia (USM) on title Challenges in Waste Management Practices in Developing Countries.
Azmi Mohamed Yusof (Mechanical Engineering) Managing Editor Zubainun Mohamed Zabidi (Applied Physics) Panel Editors Dr.
Zakaria Hussain (Electrical Engineering) Dr.
Chang Siu Hua (Chemical Engineering) Mohd Noor Mohd Ali (Applied Physics) Mohd Zaki Mohd Yusoff (Applied Physics) Ainorkhilah Mahmood (Applied Physics) Nor Lila Shuib (Civil Engineering)  

Analysis and Value Engineering Applied in Building Restoration - Proposed Methodology CIOCAN Ioan1,a* and ONUTU Catalin1,b 1 Faculty of Civil Engineering and Building Services, “Gheorghe Asachi” Technical University of Jassy, Romania aciocanioan_sv@yahoo.com, bconutu@yahoo.com Keywords: analysis and value engineering, function, cost, performance level sizing equipment, sizing economy.
Analysis Method and Value Engineering allow the development of competitiveness (efficiency) construction firms in a meaningful, durable and this in an economic environment more complex and evolving.
Application method of Analysis and of value engineering to rehabilitate the construction may create the possibility of reducing the price of construction, but it is used less in Romania in this area, because it is considered a difficult method.
Analysis and value engineering method comes to rescue, becoming the most efficient method, if used, will make Romanian companies to be performing [1,2].
Methodology application of Analysis and value engineering in construction and building rehabilitation Considering of the above, we proposed a methodology for the application of analysis and value engineering in construction and building rehabilitation, methodology that works after following block diagram (Fig.1).

Those advantages make it a better alternative in some fields of engineering.
Introduction Mortar grouted bolt is one kind of bolts which are broadly used in civil engineering, and it is frequently used as the temporary or permanent structure members.
Solution of this problem is a major concern of civil and geotechnical engineers.
FRP are ideal materials to produce bolts, and to replace steel bar in civil and geotechnical engineering prospects (Yuan Yong et al., 2004).
Labossière, Canadian Society for Civil Engineering, Montréal, Que., pp.393-402

Studies on Fire Resistance of FRP Shear Strengthened Reinforced Concrete Beams FAN He1,a, FAN Ze 2,b 1School of Architecture and Civil Engineering, Shenyang University of Technology, Shenyang, China, 110870.2Resources Department, Liaoning Geology Engineering Vocational College, Dandong, China, 118008.
Introduction Fiber reinforced polymer/plastic materials (FRP) especial carbon fiber sheet (CFS) has widely used in the civil engineering reinforcement in recent years.
Vandevelde: Institute of Structural Engineering University of Agricultural Sciences, (2000), p. 151
Fan: earthquake resistant engineering and retrofitting, (2011), p. 42
Lie: Structural Fire Protection (American Society of Civil Engineers, Reston 1992).

Seismic Response Analysis of inclined leg rigid frame bridge considering soil-pile interaction Chunhui Zhang1, a，Xingjun QI2,b, Qihui Chen3,c 1School of Civil Engineering, Shandong Jianzhu University, Shandong Jinan 250101, China 2School of Civil Engineering, Shandong Jianzhu University, Shandong Jinan 250101, China 3School of Civil Engineering, Shandong Jianzhu University, Shandong Jinan 250101, China azhangchunhui801329@163.com , bqxj123@163.com,cqhchen@sdai.edu.cn Keywords: inclined leg rigid frame bridge; dynamic characteristics; soil-pile interaction; the earthquake response Abstract.
So in practical engineering, detailed analysis should be carried out according to specific site and structure.
Seismic Responce Analysis Of Pile Foundation Structure System.China Civil Enginering Journal.
Journal of Engineering Mechanics Division
Engineering And Construction.

Journal of Harbin Architecture & Civil Engineering Institute. (1978) [2] Shantong Zhong, Yongchun Wang: Research on Fundamental Behavior of Concrete with Three Dimensions Axial Load.
Journal of Harbin Architecture & Civil Engineering Institute. (1979) [3] GuanzuoTang, Huixian Zhu: Damage Mechanism of Concrete with Compressive Load.
Journal of Harbin Architecture & Civil Engineering Institute. (1981) [5] Yongchun Wang: Research on the Calculation of Stuffiness of CFST with Compression Load.
Journal of Harbin Architecture & Civil Engineering Institute. (1981) [6] Shantong Zhong: Co-working of Steel Tube and Concrete in Concrete Filled Steel Tube.
Journal of Earthquake Engineering and Engineering Vibration.