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Key Laboratory of Road and traffic Engineering of the Ministry of Education. 2008
China Civil Engineering Journal, 2007
Asscssing damage to airport pavement structure due to complex gear loads[J].Journal of Transportation Engineering. 2006,132(11):888
Specification for asphalt concrete pavement design of civil airport.
Beijing: Mechanics in Engineering, 2009

A New Algorithm for the System Identification of Shear Structures Behnam Adhami1,a, Hamed Niroumand2,b and Karen Khanlari3 1,a&3 Department of Civil Engineering, Central Tehran Branch, Islamic Azad University, Tehran 2 Department of Geotechnical Eng., Faculty of Civil Engineering, Universiti Teknologi Malaysia a behnamadhami@yahoo.com b niroumandh@gmail.com Keywords: system identification; shear structure; diagonalization; noise reduction; Fourier transform Abstract.
Methods for Structural Health Monitoring and Damage Detection of Civil and Mechanical Systems.
IEEE Computational Science and Engineering 1995; 2 (2): 50–61
Journal of Engineering Mechanics 2004; 130 (1): 96-104
Civil-Comp Ltd.: Edinburgh, Scotland, 1999

Scattering of Anti-plane SH-wave by Multiple Cylindrical Inclusions in Elastic Semi-space HongLiang Li 1, a, Yong Yang1,b 1Department of Engineering Mechanics, College of Aerospace Engineering and Civil Engineering, Harbin Engineering University, Harbin, 150001, China aleehl@sina.com, byangharbin@163.com Keywords: semi-space; cylindrical inclusion; SH-wave scattering; dynamic stress concentration factor (DSCF) Abstract.
Multiple circular inclusions exists widely in natural media, engineering materials and modern municipal construction.
Introduction Multiple circular inclusions exists widely in natural media, engineering materials and modern municipal construction.
The problem of scattering of SH waves by multiple circular inclusions is one of the important and interesting questions in mechanical engineering and civil engineering for the latest decade.
Key Engineering Materials,Vol.385-387(2008),p.105-108

Comparative Analysis between Dynamic Simulation and Practical Result of Demolition of Building Structures by Blasting Xiubin Gong1, a, Chuanming Li1,b,Jianguo Yang2, c 1 School of Civil Engineering, Ludong University, Yantai,Shandong, 264025, China 2 Central Research Institute of Building and Construction, Mcc Group, Beijing 100088, China agongxiubinyt@126.com, blcm381@126.com, cjgyang72@yahoo.com.cn Key words: Demolition, Construction, Dynamic simulation Abstract.
And the demolition blasting of building structures mainly relies on the hands-on experience of the engineering technical personnel.
Consequently, it is of much help to lower the test cost, optimize the demolition blasting scheme and reduce the risks in the engineering program.
References [1] Xinzheng Lu and Jianjing Jiang: China Civil Engineering Journal Vol. 34 (6) (2001), p. 8-9 [2] ANSYS/LS-DYNA Training Manuals (Agent in China, ANSYS 1999)
[4] Pei Xu, Jun Yang, Er’feng An: Engineering Blasting Vol. 11(4) (2005), p. 8-10

Safety Accident Aanalysis of Ultra-High or Long-Span Formwork Support System Jinping Zhuang1,a , Xuefeng Cai1,b, Mingbei Tuo 2,c, Jianliang Wu1,d 1School of Civil Engineering, Fujian University of Technology , Fuzhou, China ,350108 2China State Construction Engineering Corportion strait Construction and Development Co., Ltd ayixiong1978@163.com, bemail :cxf0591@163.com, cemail : 407291599@qq.com,demail: 346608717@qq.com Keywords: Ultra-High or long-span; Formwork Support System;Safety Aaccident Abstract.
With the economy development, ultra-high or long-span structures in engineering are increasing, but the collapse accidents of their formwork support system in the construction are also gradually increasing.
So the super- high, long-span, overweight structures are more and more in engineering construction, such as a large gymnasium, cross-sea bridge, conversion layer structure of high building, etc.
Management of safety in production of housing and urban-rural development committee issued "in the first half of 2013 building municipal engineering production safety accident report".
China civil Engineering journal. 2009, 42(3):67-71.

Simplify analysis on anti-continuity collapsed frame structure of isolation bearings and non- isolation bearings Shaowei Duan 1,a, Duan Lu2,b 1College of civil engineering and mechanics, central university of forestry and technology ,Changsha, Hunan, 410004,China 2College of civil engineering and mechanics, central university of forestry and technology, Changsha, Hunan, 410004, China aduanshaowei8@sohu.com, bluduanbest123@163.com Keywords: base isolation, lead-core rubber plinth, progressive collapse Abstract.
It also research the isolated effect under horizontal seismic force after the middle column failed .The conclusion that we get in this paper have practical significance in engineering.
(In Chinese) [3] Xiuli Du, Lei Shi: Engineering mechanics, 2011，28 (9):59-65.
(In Chinese) [4] Xianglin Gu, Xiaojing Yin, Feng Lin, Ying Wang: Architectural engineering journal, 2010, 31(6):179-187.
(In Chinese) [7] Jianqiang Wang, Pinwu Guan, Qianfeng Yao:The earthquake engineering and engineering vibration, 2005, 25(1):133-135.

Lightweight Geopolymer Concrete Containing Recycled Plastic Beads Athika Wongkvanklom1, a, Patcharapol Posi2,b, Sahalaph Homwuttiwong3,c, Vanchai Sata4,d, Ampol Wongsa4,e, Duangkanok Tanangteerapong5,f, and Prinya Chindaprasirt4,g* 1Dept. of Civil and Environmental Engineering, Kasetsart University, Chalermphrakiat Sakon Nakhon Province Campus, Sakon Nakhon, 47000, Thailand 2Dept. of Civil Engineering, Faculty of Engineering, Rajamangala University of Technology Isan Khon Kaen Campus, Khon Kaen, 40000, Thailand 3Dept. of Civil Engineering, Faculty of Engineering, Mahasarakham University, Mahasarakham, 44150, Thailand 4Sustainable Infrastructure Research and Development Center, Civil Engineering Department, Faculty of Engineering, Khon Kaen University, Khon Kaen, 40002, Thailand 5Sustainable Infrastructure Research and Development Center, Chemical Engineering Department, Faculty of Engineering, Khon Kaen University, Khon Kaen, 40002, Thailand aathika.w@gmail.com, bpatcharapolposi
KSCE Journal of Civil Engineering.

Influence of Seawater in Strengths of Concrete Mix Design when Used in Mixing and Curing ABDEL-MAGID Taghried Isam a *, OSMAN Ogail Mahgoub b, IBRAHIM Omer Haider c, MOHAMMED Rayan Tarig, HASSAN Sowaiba Osman, and BAKKAB Ali Abdel-Hafiz Sudan University for Science and Technology, Faculty of Engineering, School of Civil Engineering, Khartoum, Sudan atag.imam@gmail.com, bOgailmahjoub@gmail.com, comerhayder1992@gmail.com Keywords: Concrete, Seawater, Compressive strength, flexural strength, permeability, tensile strength Abstract.
The main concern for an engineer when designing an offshore or coastal structure should be the concrete permeability.
Islam, Suitability of sea water on curing and compressive strength of structural concrete, 2012, Journal of Civil Engineering (IEB), Vol. 40 Issue 1, pp.37-45 [10] F.M.
Wegian, Effect of seawater for mixing and curing on structural concrete, 2010, The IES Journal Part A: Civil & Structural Engineering Vol. 3, No. 4, pp. 235–243 [11] M.M Islam, M.Saiful-Islam, B.C.
Kishore, Ultrasonic Testing of Concrete, Civil Engineering Portal, Viewed at May 2016 [16] V.M.

From the beginning of the analysis we have selected factors that would differ this analysis and experiments from previous work at Department of Concrete Structures and Bridges of Faculty of Civil engineering of Slovak University of Technology [4].
Ján Erdélyi, PhD. from the Department of Surveying of Faculty of Civil engineering, Slovak University of Technology in Bratislava [8].
“Numerická a experimentálna analýza štíhlych betónových stĺpov.“ PhD diss., Faculty of Civil Engineering, Slovak University of Technology in Bratislava
“Spoľahlivosť štíhlych betónových stĺpov pri nelineárnych metódach.“ PhD diss., Faculty of Civil Engineering, Slovak University of Technology in Bratislava
Dvojosový ohyb s osovou silou v tlačených štíhlych prvkoch.“ PhD diss., Faculty of Civil Engineering, Slovak University of Technology in Bratislava

Effect of Admixture on Mechanical Behavior and Micro-Structure of Sulphoaluminate Composite Material Zhang Ming1,2,a , Xing Feng 2,b , Zhang Decheng3,c , Zhang Yunfei3 1 School of Civil Engineering and Architecture, Central South University, Changsha 410075, China 2 Shenzhen Durability Center for Civil Engineering, Shenzhen University, Shenzhen 518060, China 3 School of Material Science and Engineering, Jinan University, Jinan 250022, China a email: zhangmingjob@sina.com, bemail:xing.f@szu.edu.cn, cemail: mse_zhangdc@ujn.edu.cn Keywords: Sulphoaluminate cement, slag, fly ash, mechanical behavior Abstract: Mechanical behavior of sulphoaluminate cement (SAC) mortar mixed slag (SL), fly ash (FA) and combined admixture were studied in the study, at the same time, hydration products and micro-structure were analyzed with XRD and SEM for making clear hydration mechanism.
Introduction Sulphoaluminate is being applied in engineering more and more widely by its early strength, high strength, high impermeability, high frost resistance, high corrosion resistance and low alkalinity [1,2], and it is suitable to special engineering, such as winter construction, hydraulic engineering and rapid repair engineering, etc [3,4].
Acknowledgement The financial support from the project CED08-07 supported by Shenzhen durability center for civil engineering is greatly acknowledged.