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Research on the Problems and Countermeasures of Energy Conservation Reconstruction of the Existing Buildings in the Industrial Urban Renewal Lingling Chen 1,a, Hongchang Qu 2,b and Hongyuan Li 3,c 1Department of Architecture and Civil Engineering， Lushan College of Guangxi University of Technology，Liuzhou, Guangxi, 545616 2Department of Architecture and Civil Engineering， Guangxi University of Technology， Liuzhou, Guangxi,545005 3Department of Architecture and Civil Engineering， Lushan College of Guangxi University of Technology，Liuzhou, Guangxi, 545616 a20482849@qq.com,bqhc410603@126.com, c94221994@qq.com Keywords: Industrial Cities, Urban Renewal, Existing Buildings, Energy Conservation Reconstruction, Problems and Countermeasures Abstract: The rapid development and expansion speed in the renewal of the China’s industrial cities are not suited to the current situations of large energy consumption of the existing buildings, these current situations causes the urban environment
Problems and countermeasures We should pay attention to both social benefits and economic benefits for energy conservation reconstruction of the existing buildings in the industrial cities, therefore, pre-assessment is needed in the energy conservation reconstruction of the existing buildings by the utilization of all aspects of the conditions, the energy conservation reconstruction pre-assessment system demonstrates the energy conservation work can be carried out if in energy conservation reconstruction of the existing buildings is needed, if the existing buildings do not require energy conservation reconstruction, you should consider other engineering programs[4].
Engineering Management Journal, 2011 (8): 405-409,In Chinese [4] Zhang Zhaoqing, Discussion on the Present Situations and Prospects of Building Energy Efficiency [J].

Strength and Properties of Concrete Pavement Incorporating Multiple Blended Binders Mohd Rosli Hainin1,a, Ramadhansyah Putra Jaya2,b, Tan Huan Chan3,c, Norhidayah Abdul Hassan4,d, Fadzli Mohamed Nazri5,e and Ichwana6,f 1,2,3,4Faculty of Civil Engineering, Department of Geotechnics and Transportation, Universiti Teknologi Malaysia, 81310 UTM Skudai, Johor Bahru, Malaysia 5School of Civil Engineering, Universiti Sains Malaysia, 14300 Nibong Tebal, Penang, Malaysia 6Faculty of Agriculture, Department of Agricultural Engineering, Universitas Syiah Kuala, 23111 Darussalam, Banda Aceh, Indonesia amrosli@utm.my, bramadhansyah@utm.my, chuanchan19@gmail.com, dhnorhidayah@utm.my, ecefmn@usm.my, fichwana.ramli@unsyiah.ac.id Keywords: Pavement; Concrete; Multiple; Binder; Strength.
Civil Eng Vol. 18 (2006), p. 376
Rivard: Influence of supplementary cementitious materials on engineering properties of high strength concrete.
Wan Ibrahim: Engineering properties of normal concrete grade 40 containing Rice husk ash at different grinding times.

Freeze-thaw Model and Service Life Prediction of Hybrid Fiber Reinforced Lightweight Aggregate Concrete Junfang Huo1,aDapeng Liu 2,bXiangdong Shen3,cJianjun Chu 4,d Detian Song 5,e 1 Civil Engineering College Inner Mongolia University of Technology, Huhhot 010051, China 2 Dalian North Huaxin Steel Structure Engineering Co.
,Ltd., Dalian 116600, China 3 Inner Mongolia Agricultural University, Huhhot 010018, China 4 Civil Engineering College Inner Mongolia University of Technology, Huhhot 010051, China 5 Civil Engineering College Inner Mongolia University of Technology, Huhhot 010051, China a princess_0@163.com b ldp_99.student@sina.com c shen_xiangdong@sohu.com d chujianjun1208@@163.com esongdetian@126.com Keywords: lightweight aggregate concrete; hybrid fibers; freeze-thaw model; service life prediction Abstract: The effect of the frost resistance on hybrid fibers reinforced lightweight aggregate concrete is investigated.
Journal of Hydraulic Engineering, No.1(1999), p.41-49 (in Chinese) [8] YU Hongfa.

Nonetheless, the 28-day compressive strength of FA40 was 55.75 MPa which is practical in many structural engineering applications.
Rens: Time Effect of Alkali-Aggregate Reaction on Performance of Concrete, Journal of Materials in Civil Engineering, ASCE, Vol. 13, Number 2, (2001), p 143-151
Al Hawat: Using neural networks to predict chloride penetration of sustainable self-consolidating concrete, Civil-Comp Press, (2015)
Najm: Compressive Strength and Stability of Sustainable Self-Consolidating Concrete Containing Fly Ash, Silica Fume, and GGBS, Jr. of Frontiers in Structural and Civil Engineering, Springer, (2017)
Najm: Splitting tensile strength of sustainable self-consolidating concrete, Procedia Engineering - Elsevier, Vol. 145, (2016), p 1218–1225.

Maximum shearing stress analysis of asphalt pavement structure Jian-hong Gao Architecture and Civil Engineering School,UST Inner Mongolia,Baotou 014010,China gjh76219@163.com Keywords: Pavement Structure, Shear stress, Axis Load, Finite element Abstract.
The wheel load is treated as circular & average distributing load in engineering design, namely double-round load.
Roadbed and road surface engineering [M].
China civil engineering journal, 2004, 37(7) ：62-65 [3] Xu-cheng Wang, Min Shao.
Advances in civil engineering, 2011, 8, part5:3371-3375

Aplication of 3D Printing Technology in Civil Engineering Additive manufacturing, or 3D printing technology, is defined as the process of creating three-dimensional objects that are created by printing individual layers of material onto each other through a 3D printer.
Scheme of powder - based 3D printing Realized Project Chinese construction company WinSun Decoration Design Engineering Co. used to build ten one-room houses, each with an area of ​​200m² of cement, sand, glass fiber, patented additives and waste building blocks.
Hamzeh, 3D concrete printing: Machine and mix design, International Journal of Civil Engineering and Technology 6 (2015) 14–22
I-Manager's Journal on Civil Engineering, 7(3) (2017) 49-62
Putanowicz, 3D Printing of Buildings and Building Components as the Future of Sustainable Construction, Procedia Engineering 151 (2016) 292 – 299

The Mechanical Properties of FRP Fabric Steel-reinforced Concrete Columns Le ZHOU1,2,a , Xiao-chu WANG1,3,b and Jian-peng ZHANG1,3,c 1School of Architecture and Civil Engineering, Shenyang University, Shenyang, 110044, China 2Department of Civil Engineering, Tsinghua University, Beijing 100084, China 3The Key Laboratory of Geoenvironmental Engineering, Liaoning, Shenyang, 110044, China azhoule1978@126.com, bwangxiaochu@126.com, czjpsdwf@163.com Keywords: GFRP tube, steel-reinforced concrete column, intensity, bearing capacity.
The loading position of the uncertainty in the practical engineering, the inhomogeneity of concrete and construction deviations among other reasons can have eccentric effect [1] column often bending stress, therefore, the behavior and capture of its general law on the application have a quite important guiding significance.
[7] Jing Li,Jiaru Qian,Jianbiao Jiang.stress-strain curves of CFRP constraint studies [C].The Second national civil engineering using fiber-reinforced composites (FRP) technology conference proceedings,Bei Jing:Tsinghua University Press,2002:157-162.

Analysis of the Influence of Mortise-tenon Joint Damage on Seismic Performance of Ancient Timber Structure Xueliang Wang1, a, Liang Jin2,b 1 Hubei Key Lab. of Roadway Bridge and Structure Engineering, Wuhan University of Technology, Wuhan, Hubei, 430070, China 2School of Civil Engineering and architecture, Wuhan University of Technology, Wuhan, Hubei, 430070, China awxllhb@163.com, b491787602@qq.com Keywords: Ancient timber structure, Damage of mortise-tenon joint, Energy dissipation, seismic performance.
Zhang: submitted to China Civil Engineering Journal (2004) [3].
Sui: submitted to China Civil Engineering Journal (2012) [5].
Ge: submitted to Engineering Mechanics(2006) [6].

Experimental Investigation of Bond between GFRP Reinforcement and Concrete Ivan Hollý1,a* 1Faculty of Civil Engineering SUT in Bratislava, Department of Concrete Structures and Bridges, Radlinskeho 11, 810 05 Bratislava, Slovakia aivan.holly@stuba.sk Keywords: concrete, GFRP reinforcement, bond, temperature, environmental conditions GFRP, bond behavior, pull-out test Abstract.
The concrete used for the pull-out specimens was prepared in the Central Laboratories Faculty of Civil Engineering Slovak University of Technology in Bratislava.
Advances in materials science and engineering, (2016)
Turon et al., Experimental study of bond behaviour between concrete and FRP bars using pull-out test, Composites Part B: Engineering. 40 (2009) 784 – 797
M., Investigation of Bond Properties of Glass Fibre Reinforced Polymer Bars in Concrete under Direct Tension, Master´s thesis, Department of Civil Engineering, University of Toronto, (2012)

Nonlinear Behaviour of Concrete Foundation Slab Josef Fiedler1, a *and Tomáš Koudelka1,b 1Czech Technical University in Prague, Faculty of Civil Engineering, Thákurova 7, Praha 6 ajosef.fiedler@fsv.cvut.cz, bkoudelka@cml.fsv.cvut.cz Keywords: Foundation slab, layered model, double Drucker-Prager criterion, concrete plasticity model, finite element method Abstract: A layered model is used for nonlinear analysis of a foundation concrete slab.
With the help of the SIFEL software package [1], the simulation of the real engineering problem of the foundation slab of a storage hall has been performed.
The implementation of the presented material models was motivated by a real engineering problem of a foundation slab in a storage hall.
The implemented models were applied on the real engineering problem of the foundation slab of a storage hall where reasonable results were obtained from the performed nonlinear analysis.
Conf. on Civil, Structural and Environmental Engineering Computing, Civil-Comp Press Ltd (2007), No. 115