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Accelerative genetic algorithm-based parameter optimization in storm intensity formula GUO Zhanglin1, a, ZHANG rui 2,b, 1Department of civil engineering, North China Institute of Science and Technology, Beijing,101601. 2School of Economics Management, Hebei University of Engineering, handan,056038.
Based on the above characteristics, here is an improved genetic algorithm, namely: the genetic algorithm, the second iteration of evolution, resulting in outstanding individual parameters change interval as new initial model parameters change interval, re-computing the genetic algorithm, so acceleration cycle, the parameters of the excellent self-change interval will be getting smaller and smaller until convergence to a point, the distance of the point with the most advantages is generally small enough to meet the requirements of the engineering calculations.
In fact, in the AGA, it is the rational allocation of the number of outstanding individual AGA interval changes in the size of the initial value of the various engineering model parameters change has a strong adaptability.

Introduction Civil Engineering activities are considered as one of major sources of air pollution, as the World Health Organizationmentioned in a report in 2009.
The Eco-costs (2012) comprise over 3000 emissions, and have been made operationally by special database for Simapro, based on Eco invent v2.2 from LCI (Lean Construction Institute) and a database for CES (Cambridge Engineering Selector).
Journal of Energy Engineering.0:null
Journal of Management in Engineering. 2013;29:86-94

Anderson, A new plasticity and failure model for ballistic application, International Journal of Impact Engineering 38 (2011) 755–764
Jamroziak, Identification of the selected parameters of the model in the process of ballistic impact, Journal of Achievements in Materials and Manufacturing Engineering 49 (2011) 305–312
Pietrasiak, Investigation of vibrations of a main centrifugal fan used in mine ventilation, Archives of Civil and Mechanical Engineering, http://dx.doi.org/10.1016/j.acme.2014.04.003 [9] M.
Kulisiewicz, An identification of nonlinear dissipative properties of constructional materials at dynamical impact loads conditions, in: Proceedings Colloquium n. 541, New Advances in the Nonlinear Dynamics and Control of Composites for Smart Engineering Design, June 3–6, 2013, Senigallia, Ancona, Italy.

Experimental Research of Solar Wall in Building Application Lin Qiu 1,a, Yue Zou 1,b , Li Huang1,c and Geng Ren 1,d 1 Beijing University of Civil Engineering and Architecture, Beijing 100044 a qiulinn@bucea.edu.cn, b zouyuee@bucea.edu.cn, Keywords: solar wall, collector, building energy efficiency.
Acknowledgements The project is sponsored by the Funding Project for Academic Human Resources Development in Institutions of Higher Learning of Beijing Municipality in 2010 （PHR201007127）and sponsored by the Beijing Municipality Key Lab of Heating, Gas Supply, Ventilating and Air Conditioning Engineering（2011）.
Qiu, Lin et al..Applying analysis of solar composite wall. 2009 Asia-Pacific Power and Energy Engineering Conference.,2009:52-54 [6].
Qiu, Lin et al..A solar energy collectors of heating the air, Mechanic Automation and Control Engineering, MACE2010, p 4338-4340

Free Vibration Analysis of the Strengthened Beams by Composite Coats Tekili Sabiha1,a, Khadri Youcef1,b and Merzoug Bachir1,c 1Mechanical Engineering Department, LMI, University Badji Mokhtar, B.P.12, Annaba, Algeria.
Introduction The composite structures operate often under conditions of varied dynamic loading, such as in civil engineering, aeronautics, aerospace, marine, and automobile industie in recent decades.
M., Daouadji A., Guenfoud M. and Merzoug B., Analysis of the dynamic response of bridges under moving loads, International Review of Mechanical Engineering, Vol. 3, n. 1(2009) 91-99
[4] Zibdeh, H.S., Abu-Hilal M., Stochastic vibration of laminated composite coated beam traversed by a random moving load, Engineering structures, 25 (2003) 397-404

Research And Applications Of A Plane Embedded Combined Element Model Considering Bond And Slip Jiwei Wang1,a, Qinqin Qiao1,2,b , Fei Leng1,2,c 1College of Civil and Transportation Engineering, Hohai University, 210098, China 2National Dam Safety Research Center, Wuhan, 430072, China awjw2903918@126.com, bqiaoqin9912@126.com, cphileng@gmail.com Keywords: Reinforced Concrete Finite Element method, embedded finite element model, bond and slip, shearing deformation Abstract.
The validity, accuracy and availability for practical engineering are verified by the numerical examples.
(in Chinese) [4] JiWei Wang, XiongWen Zhang,.Engineering Mechanic, 2008.
Chinese Journal of Geotechnical Engineering, 2008.

Conclusion At present this solution has been successfully applied by The Industry Landscape Engineering Installation Co. of Jiangxi province, in some projects.
China Illuminating Engineering Journal.2012(10):34-38 [6] Da Wen-jiao, The research of sort of static chain list [J], Automation & Instrumentation. 2011(2)12-14 [7] SHEN Xin rong.
Journal of Shenyang Architectural and Civil Engineering Institute. 2012(1):21-24 [8] HU Jun-Feng.
Chinese Journal of Biomedical Engineering. 2010(4):310:313

The Application of Multi-Objective Particle Swarm Optimization in Economic Dispatch of Power System Peng Zhenga, Wen-Tan jiaob Department of Electrical Engineering and Automation, Luoyang Institute of Science and Technology, Luoyang, 471023, Peoples R China aemail:zhengpeng20122013@163.com, bemail: wentanjiao@sina.com Keywords: Power System; Economic Dispatch; Multi-objective Particle Swarm Optimization; Optimization Problem.
Particle Swarm Algorithm Particle swarm algorithm was first put forward by American social psychologist James Kennedy and electrical engineer Russell Eberhart, its basic idea is inspired by many birds group behavior modeling and simulation research results, which is an intelligent computing method[4] [5].
Industrial and Engineering Chemistry . 2005 [3] Meraji S H,Afshar M H,Afshar A.Reservoir Operation by Particle Swarm Optimization Algorithm.
Proceedings of the 7th International Conference of Civil Engineering . 2006 [4] Smakhtin V Y,Sami K,Hughes D A.Evaluating the Performance of a Deterministic Daily Rainfall-Runoff Model in a Low Flow Context.

Introduction Construction machinery is transport, energy, civil construction, forestry, water conservancy construction, metallurgy, mining, defense and other critical infrastructure equipment.
The development of construction machinery created a good opportunity to expand the engineering machinery products market.
Lab application specific solutions allow users focus on their design and engineering issues, without having extensive time in creating and validating models.
Liugong R & D engineering machinery manufacturing base in northern II project will soon be put into production.
Control Engineering Practice, (2001)

Four-Parameter Viscoelastic Model for the Plates of Uniformly Varying Cross-Section Gülçin Tekin1,a and Fethi Kadıoğlu1,b 1Istanbul Technical University, Department of Civil Engineering, Istanbul, Turkey agulcintekin@itu.edu.tr, bfkadioglu@itu.edu.tr Keywords: Viscoelasticity, Kirchhoff plate theory, MFE, uniformly varying cross-section.
Introduction Plates are one of the most significant structural members due to their wide application in all fields of engineering.
However, most of the engineering materials exhibit noticeable time effects due to internal friction.
The unique aspects of this study and the possible contributions of the proposed method to the literature can be explained as follows: (i) By using this new functional, bending moment values that are important for engineers can be obtained directly without any mathematical operation.