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Steady State Dynamic Performance of the Slab with EPS-blocks Daying Zhang1, a, Lumin Wang 1, 2, b, Xingpei Liang1, 2, c 1 School of Civil Engineering, Hefei University of Technology, Hefei, China 2 School of Civil Engineering and Architecture, Henan University of Technology, Zhengzhou, China amying1229@163.com, b lmw@haut.edu.cn, clxp1611@yahoo.com.cn Keywords: EPS-blocks; Mix design; Compressive strength; Harmonic analysis; Orifice stress Abstract.
Therefore, it is a good research topic to reduce the weight of cast-in-situ slabs for specialists and experts both from civil engineering and related industries.
Disused expanded polystyrene foams which have many advantages such as light, good heat preservation and insulation, good chemical stability and water stability, good mechanical properties and easy to process have been widely used in civil engineering [6, 7, 8, 9].
It has a great possibility and a potential value that the slab with EPS-blocks will be used widely in the future and paid more attention by designers and builders in civil engineering.
Li: Journal of Hunan Institute of Engineering, Vol.12 (2), 2002, p.82-85, in Chinese

Effect on Vibroengineering of Material Deterioration in a Scale-down Reinforced Concrete Containment Vessel Specimen Wei-Ting Lin1,2,a, Yuan-Chieh Wu1,b, Tung-Liang Chu1,c and An Cheng2,d 1Institute of Nuclear Energy Research, Atomic Energy Council, Executive Yuan, Taoyuan 325, Taiwan 2Department of Civil Engineering, National Ilan University, Ilan 260, Taiwan awtlin@niu.edu.tw, bycwu@iner.gov.tw, ctlchu@iner.gov.tw, dancheng@niu.edu.tw Keywords: Natural Frequency Spectra, Accelerated Corrosion Test, Resistivity.
Introduction Concrete is one of the most widely used building materials in civil and architecture structures for many years.
Therefore, the degradation of concrete is considered a key factor in the durability of reinforced concrete structures and a major concern for civil engineers [2].
Inspection, monitoring, repair and strengthening for reinforced concrete structures are also an important discussion in civil and structural engineering field.

Tilt Response of Multi-storey Building of Different Types Due to Progressive Collapse of the Adjacent Underground Structure under Internal Blast Loading Li Tian1, a, Haixian Song1, b 1School of Civil Engineering, Tianjin University, Tianjin 300072, China 2Key Laboratory of Coast Civil Structure Safety (Tianjin University), Ministry of Education, Tianjin 300072, China altian@tju.edu.cn, bsonghaixian12@163.com Keywords: Progressive Collapse, Blast Loading, Frame Structure, Frame-Shear Wall Structure, Tilt Response.
In the ASCE7-05 documents of American Society of Civil Engineering, the progressive collapse is defined as: The spread of an initial local failure from element to element, eventually resulting in the collapse of an entire structure or its disproportionately large part.
GAO: Journal of Architecture and Civil Engineering, Vol.24 (2007), in Chinese

Equivalent Static Wind Loads on low rise buildings Fanghui Li1, a, Ming Gu2,b and Shizhao Shen3,c 1 School of Architectural Engineering, Heilongjiang University, China 2 State Key Laboratory of Disaster Reduction in Civil Engineering, China 3School of Civil Engineering, Harbin Institute of Technology, China afhli_2000@163.com, bminggu@tongji.edu.cn, cszhshen@hit.edu.cn Keywords: equivalent static wind load, wind tunnel test, modal inertial force combination method.
In engineering design for the structures, spatiotemporally varying wind loads on the low rise roofs are modeled as equivalent static wind loads.
The equivalent static load approach can also be used to solution of the wind load in engineering design for structures.
Therefore the ESWL is a link between the structural design engineers and researchers for the wind engineering.

Model Test for the Pylon of Cable-Stayed Bridge with Double-Tower-Connected and Four Cable Planes Zhouyuan Xu1,a, Renda Zhao1,b and Xiaoyang Wang2,c 1 School of Civil Engineering, Southwest Jiaotong University, Chengdu, Sichuan Province, China 2 Zhejiang Provincial Institute of Communications Planning, Design and Research, Hangzhou, Zhejiang Province, China axzhy1242@126.com, brendazhao@163.com, cxiaoyangwang@163.com Keywords: Bridge Engineering, Cable-Stayed Bridge, Model Test, Double-Tower-Connected, FEM Analysis.
Finite Element Analysis Finite element methods are nowadays commonly used to solve engineering problems.
[3] Y.J.Liu, J.Liu, J.P.Liu and S.F.Deng: China Civil Engineering Journal, 2010, 43(2): 72-78

Earthwork calculations are frequently involved in civil engineering.
The volume of the calculation is proved to be precise enough to be applied to the road and the waterway dredging engineering.
It provides 12 methods of interpolation and the function of volume calculation that can satisfy different needs and be widely used in scientific research and engineering.
Finally it proves to be feasible of the application of surfer in road and river dredging engineering.
[6]H.H.Chen, X.Li, W.X.Ding: Chinese Journal of Engineering Geophysics.

The Performance of Styrene Butadiene Rubber on the Engineering Properties of Asphaltic Concrete AC14 Dewi Sri Jayanti1,a, Ramadhansyah Putra Jaya2,4,b*, Siti Aspalaili Mohamd Sharif2c, Norhidayah Abdul Hassan2,d, Siti Nur Amiera Jeffry2,e, Che Norazman Che Wan3,f 1Departmental of Agricultural Engineering, Universitas Syiah Kuala, 23111 Banda Aceh, Indonesia 2Faculty of Civil Engineering, Department of Geotechnics and Transportation, Universiti Teknologi Malaysia, 81310 UTM Skudai, Johor Bahru, Malaysia 3Departmental of Civil Engineering, Politeknik Ungku Omar, 31400 Ipoh, Malaysia 4Centre of Excellence Geopolymer and Green Technology, School of Materials Engineering, Universiti Malaysia Perlis (UniMAP), Perlis, Malaysia adee_jayanti@yahoo.com, bramadhansyah@utm.my, caspalailisharif92@gmail.com, dhnorhidayah@utm.my, emirghaa@gmail.com, fchenorazman@puo.edu.my Keywords: Asphaltic Concrete, SBR, Stability, Resilient Modulus, Dynamic Creep Abstract.
This study investigated the effects of adding various percentages of styrene–butadiene rubber (SBR) on the engineering properties and performance of asphaltic concrete.
Results indicated an improvement in the engineering properties and performance with the addition of SBR content.

Civil engineering safety and durability [M].
Applications and development of FRP in civil structures [J].
China Civil Engineering Journal, 2006, 9(3):24-36 [5] Baolan Zhang, Shushan Wei.
Port & Waterway Engineering,1999,3:6-13 [6] Qingling Wu; Hongfa Yu; Jiachun Wang; Limin Liang.
The second session of the National Civil fiber reinforced composites (FRP) Symposium on Applications.

Analytical Solution of Stress and Displacement Fields of Frozen Wall in Deep Alluvium According for Time-Space Effect Maoyan Ma1,2,a, Hua Cheng3,b,Chuanxin Rong1,c 1College of Civil Engineering and Architecture, Anhui University of Science and Technology, Huainan 232001 China 2College of Civil Engineering, Anhui Institute of Architecture Industry, Hefei 230601, China 3Anhui University, Hefei Anhui 230011, China ammy@aiai.edu.cn，bch@aiai.edu.cn，crongcx@mail.ustc.edu.cn Keywords: rock and soil mechanics, deep alluvium, frozen wall, creep deformation, frost heave, stress field and displacement field Abstract.
Engineering Example Take a coal mine in Huainan of China as an example.
Vol. 28 (2008), p. 439-444 (In Chinese) [3] Chuanxin Rong, Xiuxi Wang, Hua Cheng: Mechanics in Engineering.
Vol. 39 (2005), p. 1862-1865 (In Chinese) [5] Renhe Wang, Dongwei Li , Xiuxi Wang: Mechanics in Engineering.
Vol. 5 (2005), p. 53-58 (In Chinese) [8] Xiangsheng Chen： Chinese Journal of Geotechnical Engineering.

Influence of Wood Mineralization on the Thermal Degradation of Material Tereza Majstríková1,a*, Pavel Mec1,b and Eliška Sviderová1,c 1VSB – Technical University of Ostrava, Faculty of Civil Engineering, Ludvíka Podéště 1875/17, 708 33 Ostrava – Poruba, Czech Republic atereza.majstrikova@vsb.cz, bpavel.mec@vsb.cz, celiska.sviderova.st@vsb.cz Keywords: wood mineralization, thermal degradation, thermal analysis Abstract.
Wood is preferably used in civil engineering for load bearing structures and facing elements.
Key Engineering Materials 776 (2018) 3–8