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Design and evaluation of the method of parameterization of the Force-Deflection diagram of FRC Martin Kovar1, a *, Marek Foglar1,b 1CTU in Prague, Faculty of civil engineering, Department of concrete and masonry structures, Thákurova 7, 166 29, Prague, Czech Republic, Tel: +420 224 354 630 amartin.kovar@fsv.cvut.cz, bmarek.foglar@fsv.cvut.cz Keywords: Fiber reinforced concrete, Force-Deflection diagram, Continuous function Abstract.
O., Sena Cruz J., Fracture Energy of Steel Fiber-Reinforced Concrete, Mechanics of Composite Materials and Structures, Vol. 8, Iss. 1, 2001, Pages 29-45, ISSN 1537-6494 [6] Bencardino F., Rizzuti L., Spadea G., Swamy R.N., Experimental evaluation of fiber reinforced concrete fracture properties, Composites Part B: Engineering, Volume 41, Issue 1, January 2010, Pages 17-24, ISSN 1359-8368 [7] Köksal F., Şahin Y., Gencel O., Yiğit İ., Fracture energy-based optimisation of steel fibre reinforced concretes, Engineering Fracture Mechanics, Volume 107, July 2013, Pages 29-37, ISSN 0013-7944 [8] Aydın S., Effects of fiber strength on fracture characteristics of normal and high strength concrete, Periodica Polytechnica Civill Engineering, Vol 57, No 2, 2013, p. 191–200, ISSN 1587-3773 [9] TP FC 1-1.
[10] DAfStb-Richtlinie Stahlfaserbeton, Deutscher Ausschuss Für Stahlbeton, Berlin, 2010, 52 pages [11] Kovar, M., Foglar, M., An analytical description of the force-deflection diagram of FRC, Composites Part B: Engineering, Available online 14 October 2014, ISSN 1359-8368, http://dx.doi.org/10.1016/j.compositesb.2014.10.021

Studies on Wavelet Packet-based Crack Detection for a Beam under the Moving Load ZHANG Weiwei1,2, a, WANG Zhihua 3,b MA Hongwei 1,2,c 1 College of Science & Engineering, Jinan University, Guangzhou 510632, China 2 The Key Lab of Disaster Forecast and Control in Engineering, Ministry of Edu. of China, 510632 3 Institute of Applied Mechanics,Taiyuan University of Technology,Taiyuan 030024,China a zwwps@hotmail.com bwangzhihua@tyut.edu.cn ctmahw@jnu.edu.cn Keywords: damage detection; crack; wavelet packet; beam Abstract.
Introduction Early damage detection is an important method to provide the safety of the performance for civil engineering structure.
Proceedings of the 3th National Conference on Structural Engineering (China). an invited paper. 2005,116-138
The Key Engineering Matiaral.

Numerical Analysis of Reinforced Concrete Beam Strengthened with CFRP or GFRP Laminates Osama Ahmed Mohameda *and Rania Khattabb 1College of Engineering, Abu Dhabi University, United Arab Emirates aosama.mohamed@adu.ac.ae, br.nabil-adjunct@adu.ac.ae Keywords: concrete beams; CFRP; Bond; GFRP; finite element analysis Abstract.
Vijai, Finite Element Analysis of FRP Strengthened RC Beams Using ANSYS., Asian Journal of Civil Engineering (BHRC), 14(4) (2013), 631-642 [5] H.Y.
Choobbor ,Flexural Performance Of Reinforced Concrete Beams Externally Strengthened With Carbon And Basalt FRP Sheets, MS Thesis, American University of Sharjah, College of Engineering, Sharjah, United Arab Emirates (2015) [7] ACI 440.
Tajari, Flexural Behaviour of Reinforced Concrete Beams Strengthened by CFRP Sheets, Engineering Structures, 29 (10) ( 2007) 2428-2444
Jiang, Bond–slip models for FRP Sheets/Plates Bonded to Concrete, Engineering Structures, 27(6)(2005) 920–937.

Stabilization and Strengthening the Foundation of the Two Entrance Gates of the Holy Shrine of Imam Reza (PBUH) HOMAMI Peyman 1,a and GOLABCHI Mahmood2,b 2 Dept. of Civil Engineering of Tarbiat Moalem University, Tehran, Iran 1 Dept. of Architectural technology， University of Tehran, Tehran, Iran a Homami@tmu.ac.ir, bGolabchi@ut.ac.ir, Abstract This paper presents the structural analysis and constructional method for the stabilization and strengthening of the foundation of the two entrance gates in Holy Shrine of Imam Reza (PBUH).
In the comprehensive studies the complementary information about the soil bearing capacity (Fang 2002) "Foundation Engineering Handbook", stiffness and strength of the various types of the foundation systems and the appropriate methods of construction were reviewed.
So for this case, an engineering bias estimation was used and a group of multi-scenario analysis performed to find the envelope of the demand of the structures.
It has been explained that a multi-scenario analysing with engineering bias estimation is a practical method to solve the complicated cases in the structural analysis and design procedure.
"Foundation Engineering Handbook." 2nd ed., CBS publ

Analysis of Creep Characteristics of Shallow Mined-out Areas Roof under Low Stress Conditions Shu Ren Wang1, a, Hui Hui Jia2, b 1School of Civil Engineering and Mechanics, Yanshan University, Qinhuangdao, China 2Department of Architecture Engineering, Chengde petroleum college, Chengde, China aw_sr88@163.com, bmagic-jia@163.com Keywords: Surface mine, Mined-out areas, Thick plate theory, Creep effect; Deflection Abstract.
The above results can provide a theoretical basis to ensure the surface mine safety construction, which has some reference to similar engineering.
Gao: Chinese Journal of Rock Mechanics and Engineering, Vol. 26 (2007), p. 391
Ye: Chinese Journal of Rock Mechanics and Engineering, Vol. 21 (2002), p.1791

Cyclic Behavior of The Steel Plate Reinforce Concrete Shear Walls Built at the Aspect Ratio Is 2 Wei Wang1, a, Junjie Gao1, b,Yunchao Chen1, c 1 School of Civil Engineering, Xi’an Univ. of Architecture and Technology, China a wangwgh@xauat.edu.cn, bhuaqinggaojunjie@126.com, cchenyunchao.1986@yahoo.com.cn Keywords: Steel plate, Concrete shear wall, cyclic experimental, hysteretic loops.
Composite steel and concrete structural systems for seismic engineering[J].
Proceedings of 14th World Conference on Earthquake Engineering.
Harbin : Institute of Engineering Mechanics, China Earthquake Administration, 2008
Experimental Study on the Steel Plate Reinforced Concrete Shear Walls[M]. 2nd International Conference on Advances in Experimental Engineering: 176-188, Tongji Unvi., shanghai, December4-6, 2007

The Optimal Design of Composite Bead Wire Saw Frame Based on SUMT Lizhi Gu 1,a , Peng Li 2,b and Xiang Tieming3,c 1-3 College of Mechanical Engineering and Automation, Huaqiao University, Xiamen, China, 361021 agulizhi888@163.com,bLipengcad@163.com,cxtm502@163.com Key words: Penalty function method, Composite bead saw, Optimal design Abstract.
Santana: Probabilistic Engineering Mechanics, Vol. 28 (2012), p. 18-29
Alireza: Journal of Computing in Civil Engineering, Vol. 26 (2012) NO.2, p. 236-247
Alavi: Engineering with Computers, Vol. 29 NO.1, p. 17-35
Peng: Journal of Mechanical Engineering, Vol. 49 NO.3, p. 153-162.

Chen et al, Method for consensus analysis in group experts judgments based on multiplicative judgment matrices, Systems Engineering and Electronics, 2007,29:1079-1081.
Hua et al, An Approach of Distinguishing and Adjusting Inconsistency in Group Expert Decision Making, Journal of Systems Engineering, 1994, 9:119-121.
Song et al, Combination weighting approach based on the decision-maker s preference and consistency of weighting methods, Systems Engineering and Electronics. 2004, 26:1227-1229.
Comparison between computation models of grey interconnect degree and analysis on their Shortages, Systems Engineering. 1996, 14:46-49.
(in chinese) [11] Matteo Brunelli and Michele Fedrizzi,Fair Consistency Evaluation in Fuzzy Preference Relations and in AHP,Knowledge-Based Intelligent Information and Engineering Systems,Lecture Notes in Computer Science, 2010, Volume 4693/2010, 612-618

Evolutionary Structural Optimization Using the Minor Value of Material Efficiency Xingguo Hu 1, a, Heming Cheng 1,b 1 Faculty of Civil Engineering and Mechanics, Kunming University of Science and Technology, Kunming, China, 650500 akgtumuhxg@sina.com, bchenghm@public.km.yn.cn Keywords: evolutionary structural optimization; structural topology optimization; minor value of material efficiency; Abstract.
So the ESO-MVME can be used widely in the engineering.
Engineering Computations.
Engineering Computations, Vol. 15(1998), p.1031～1048 [4] Young V, Querin O M, Steven G P: 3D and multiple load case bi-directional evolutionary structural optimization (BESO).
Computer Methods in Applied Mechanics and Engineering, Vol.189(2000),p.559～573 [6] Yang X Y, Xei Y M, Steven G P, et al: Bidirectional evolutionary method for stiffness optimization.

Hard kaolin High Yield and Stoping Technology in Suoli Mine Renshu Yang1, 2, Dejun Meng 1, Dongming Guo1, 2, Peng Xu1, Yanbing Wang1 1 School of mechanics & civil engineering, China University of Mining and Technology (Beijing), Beijing, 100083, China 2State Key Laboratory for Geomechanics and Deep Underground Engineering, Beijing, 100083, China Key words: Highly Loose Gravel Layer, Large Inclined Cross-section Roadway, Inclined Roadways’ Construction, Support Technology Abstract.
Renshu Yang, male, born in 1963, professor, doctor, mainly engaged in teaching and scientific research of rock-soil engineering. dmguo@cumtb.edu.cn The Communication Author.
Journal of Mining & Safety Engineering, 2009, 26(4):428-432. ( in Chinese) [6] Zhijiang Wang.
Blasting Engineering [M].China University of Mining&Technology Press, 1999. ( in Chinese) [12] CHO S H, KATSUHIKO K.