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Rahmani: Viscoelastic materials: innovation and development countenance, Solid State Phenomena - Key Engineering materials, Trans Tech Publications, Vol. 266, (2017) pp. 165-171
Sagoo: Reducing Deterioration and Corrosion of Reinforcements in Transportation Structures, Journal of Civil Engineering and Environmental Technology, Vol 2, (2016), pp 19-22
Nguyen: Climate change impact and risks of concrete infrastructure deterioration, Engineering Structures 33, (2011) pp.1326–1337
Holly:Design of concrete structures for durability, 3rd International symposium of life-cycle civil engineering, IALCCE, Vienna, Austria, (2012)
Duan: Bridge Engineering handbook: Construction and Maintenance, USA, Taylor and Francis, 2nd edition, (2014)

Experimental research and finite element analysis of concrete-filled steel box columns with longitudinal stiffeners Junguang Zhang1,a, Yongjian Liu1,b, Jian Yang2,c ,Kailei Xu1,d 1 School of Highway, Chang’an University, Xi’an 710064, Shaanxi, China 2 Department of Civil and Environmental Engineering, the University of Tennessee, Knoxville, TN 37996, United States azjg829@163.com, bsteellyj@126.com, cjyang22@utk.edu, dxiaoxuzistone@163.com Keywords: steel box columns; longitudinal stiffeners; concrete-filled thin wall steel tube; failure modes; ultimate bearing capacity Abstract.
Introduction With the proliferation of long span bridges, steel box columns with large section size tends to applied to engineering practice widely.
In bridge engineering, the section size is relative large because the span of bridges is long and the loads on them are heavy.
Railway Engineering, Vol.12, (2009),p113-115.
(in Chinese)(2003) [8] YongJian LIU, JunGuang ZHANG, JianChao HUANG, et al．Journal of Architecture and Civil Engineering,( 2008), Vol.25(3),p 61-65.

Characteristics of Compressed Concrete Paving Units Produced from Washed Municipal Solid Waste Incinerator Bottom Ash Wen-Ten Kuo 1,a, Chih-Chien Liu 2,b, Her-Yung Wang 1,c and Chun-Ya Shu 1,d 1 Department of Civil Engineering, National Kaohsiung University of Applied Sciences, Kaohsiung 807, Taiwan, R.O.C. 2 Department of Civil Engineering, R.O.C.
The key factor affecting the engineering properties of WMSWIBA-based compressed concrete paving units is the cement-aggregate ratio, followed by the w/c. 3.
When the cement/aggregate ratio is 0.1 to 0.2, the compressed concrete paving units have better engineering properties in the w/c of 0.25.
When the cement-aggregate ratio is 0.3 to 0.4, the compressed concrete paving units have better engineering properties for higher w/c values. 4.
The cement content can be reduced by substituting 20% of the cement with furnace slag, but the engineering properties are not influenced.

Self-Healing Epoxy Coating Modified by Double-Walled Microcapsules Based Polyurea for Metallic Protection Yanxuan Ma1,a*, Yingrui Zhang1,b, Jiatong Liu1,c, Mengyao Li1,d,Yaqian Xu1,e 1School of Civil Engineering, Qingdao University of Technology, Qingdao 266033, China ayxma@qut.edu.cn, bzhangyingrui666@163.com, cliujt0808@126.com dlimengyao126@126.com, e15634216259@163.com Keywords: Double-walled microcapsules; Polyurea; Self-healing coating; Corrosion resistance Abstract.
Acknowledgement This work was financially supported by the National Natural Science Foundation of China (51408330) and Science and Technology Plans of Ministry Housing and Urbans-Rural Development of the People's Republic China, and Opening Projects of Beijing Advanced Innovation Center for Future Urban Design, Beijing University of Civil Engineering and Architecture (UDC2017031912).
Baltzis, Self-healing materials: A review of advances in materials, evaluation, characterization and monitoring techniques, Composites Part B: Engineering, 87 (2016) 92-119
Munir, Self-Healing Glass Fibres with Carbon Nanotube-Epoxy Nanocomposite Coating,Key Engineering Materials, 334-335 (2007) 805-808
Chattopadhyay, Self-healing nanocomposite using shape memory polymer and carbon nanotubes, Proceedings of SPIE - The International Society for Optical Engineering, 8692 (2013) 869205

Nishiyama: ASCE Journal of Structural Engineering Vol.130 (2004), p.180 [6] D.
Park: ASCE Journal of Structural Engineering Vol.114 (1988), p.1804 [9] G.
Hatzigeorgiu: Engineering Structures Vol.30 (2008), p.1573 [10] S.
Deierlein: ASCE Journal of Structural Engineering Vol.125 (1999), p.1009 [11] Eurocode 2.
ASCE Journal of Materials in Civil Engineering Vol.14 (2002), p.230

Analysis of the member buckling influence to the stability of single-layer lattice dome Teng-fei Ma1,a, Jiang Wang1, Hui Zhou1, Zhen-wu Wang1, Zong-yun Mo1, You-heng Zhang1 1Department of Architectural Engineering , North China of Aerospace Engineering aemail:sunnymatengfei@126.com Keywords：single layer lattice dome structures , Stability , Member imperfection , Member buckling Abstract：Stability analysis is a key proplem for single layer lattice dome structures. single layer lattice dome structures before the overall instability of member instability may exist, but in the current single layer lattice dome structures stability analysis considering the influence of single layer lattice dome structures node defects only without considering the influence of the member buckling.Considering the initial geometric imperfection of single layer lattice dome structures in this paper, on the basis of initial defects of member with initial bending simulation, and the single layer lattice dome
China Civil Engineering Journal, 2006,39(10):6-10(In Chinese) [3] Na Wang．Net shell structure elastic-plastic stability [D]．Haerbin：Harbin Jianzhu University，1991(In Chinese) [4] Xin Chen,Staility Steel Structures Theory and Design [M].Beijing:Science Press,2010.
(In Chinese) [5] Gioncu V.Buckling of reticulated shell:state-of-theart[J].International Journal of Space Structures,1995,10(1):1-46 [6] Yamada S,Takeuchi A,Tada Y,etal.Imperfection senstiveoverall buckling of single-layer latticed domes[J].Journal of Engineering Mechanics,2001, 127(4):382-386 [7] Kato S,Kim J M,Cheong M C.Anew proportioningmethod for member sections of single layer reticulated domes subjected to uniform and ono-uniform loads[J].Engineering Structures,2003,25(10):1265-1278 [8] Yu-de Yin.
Engineering Mechanics, 2012，29(10）：149-156(In Chinese) [10] Feng Fan, Jiachuan Yan, Zhenggang Cao.
China Civil Engineering Journal, 2012,45(5):8-17(In Chinese)

Casas2,c 1Department of Civil Engineering, Peruvian University of Applied Sciences (UPC), Av.
Prolongación Primavera 2390, Santiago de Surco, Lima, Peru 2Department of Civil and Environmental Engineering, Polytechnic University of Catalonia (Barcelona Tech), Carrer de Jordi Girona, 31, Les Corts, 08034, Barcelona, Spain.
Engineering Structures, 234, 13
Journal of Earthquake Engineering, 1-26
[8] Structural Engineers Association of California (SEAOC).

The Countermeasures on Temperature and Shrinkage Crack of Mass Concrete Xianchun Zheng 1, a, Pengfei Li 1,b , Sizhong Sun 1,c 1 Hebei Institute of Architecture and Civil Engineering, Zhangjiakou，Hebei，075000，China azjkjyzxc@163.com, bdoomood@163.com, csun8905508@163.com Keywords:Mass concrete,Temperature crack,Shrinkage crack,Countermeasures Abstract.
Combined with practical engineering，this paper analyzes the mechanism of mass concrete temperature and shrinkage cracks, from raw material selection, structure design, construction, monitoring and management five aspects,the author respectively gives the countermeasures on temperature and shrinkage crack of mass concrete, reference for engineers.
Control the concrete into the mold temperature.In order to reduce the total mass concrete temperature rise, reduce the temperature difference between inside and outside structure, coagulation of mould temperature control measures is very important.People die temperature, closely related to the temperature of the machine, also with the number of transport, the distance, transport, construction of climate related.About the concrete into the mold temperature control, all countries have clear rules.Our country should be no more than 25 ℃, the United States ACI construction manual regulation is less than 32 ℃, Japanese architectural society reinforced concrete construction regulations in mud is not more than 35 ℃.According to the experience of the engineering practice in our country, it is recommended that the coagulation on the highest one mould temperature should be controlled below 32 ℃.
An engineering example Fig.1 The Structure diagram of latter pouring belt A three layers of the earth, the underground engineering, construction area of 17968.26 m2, foundation slab length 84.5 m, 53.4 m wide, 1.8 m thick, C30 concrete strength grade, permeability grade for the S8, mass concrete.In the engineering construction in the central floor, setting post-cast strip width 1 m, concrete grade, C35 mixed UEA expansive admixture, wet curing 20 days before casting.The structure of post-cast strip as shown in figure 1.

Triaxial Creep Experiment of Red Sandstone Cao Ling1, 2, a, Wang Zhi-jian2, b and Xu Yong-fu1, c 1 Department of Civil Engineering, Shanghai Jiaotong University, Shanghai 200220, China 2 College of Civil Engineering & Architecture, China Three Gorges University, YiChang, HuBei 443002, China acaoling1999@163.com, b841744843@qq.com, cyongfuxu@hotmail.com Keywords: Creep; Triaxial Experiment; Boltzmann Superposition; Red Sandstone; Burgers Model Abstract.
Journal of Rock Mechanics and Engineering，Vol.23 No.10(2004), p. 1635–1639.
Journal of Rock Mechanics and Engineering.
Journal of Rock Mechanics and Engineering, Vol.17 No.5 (1998), p. 559~564.
Journal of Rock Mechanics and Engineering, Vol.24 No.19 (2005), p. 3410~3418.

Effect of Addition of Microsilica and Nanoalumina on Compressive Strength and Products of High Calcium Fly Ash Geopolymer with Low Concentration NaOH Prinya Chindaprasirt1, Kiatsuda Somna2* 1 Sustainable Infrastructure Research and Development Center, Department of Civil Engineering, Faculty of Engineering, Khonkean University, THAILAND 2 Department of Civil Engineering, Faculty of Engineering and Architecture, Rajamangala University of Technology Isan, THAILAND 1prinya@kku.ac.th, 2kiatsuda.so@rmuti.ac.th Keywords: geopolymer, SAM leaching test, fly ash Abstract This research aims to study the effect of addition of microsilica and nanoalumina on compressive strength and products of high calcium fly ash geopolymer with low NaOH concentration.
[7] Hisham M Khater, Effect of silica fume on the characterization of the geopolymer materials, International Journal of Advanced Structural Engineering 2013, 5:12 [8] Loderio, I.G., Macphee, D.E., Palomo, A.
[14] Somna, K., Bumrongjaroen, W., Effect of external and internal Calcium in Fly Ash on Geopolymer Formation, Developments in Strategic Materials and Computational Design II: Ceramic Engineering and Science Proceedings, Vol. 32, 2011
World Academy of Science, Engineering and Technology, Vol. 60, pp. 243-247
[18] Suresh Thokchom1, Debabrata Dutta2, Somnath Ghosh Effect of Incorporating Silica Fume in Fly Ash Geopolymers, World Academy of Science, Engineering and Technology 60 2011 [19] Yip, C.K., Lukey, G.C., Van Deventer, J.S.J., The coexistence of geopolymer gel and calcium silicate hydrate at the early stage of alkaline activation, Cem and Concr Res, Vol. 35, pp.1688-1697, 2005