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The differences between the architectural characters from the perspective of immigration culture ——Take the Fenghuang ancient street as an example Rui Bai1, a and Junfeng Yin 2,b 1City Planning Department, Institute of Architecture and Civil Engineering, No.7#Arden St., Kundulun Dist., Inner Mongolia University of Science and Technology, Baotou City, China 2 Architecture Department, Institute of Architecture and Civil Engineering, No.7#Arden St., Kundulun Dist., Inner Mongolia University of Science and Technology, Baotou City, Inner Mongolia, China abairui.hehe@163.com, bjunfeng0413@163.com Key words: immigration cultural, Fenghuang, Local-style dwelling houses, the architectural characters Abstract.

Performance Characteristics of Asphalt Mixtures with Additives Petr Hyzl1, a *, Michal Varaus1,b, Dusan Stehlik1,c, Ondrej Dasek1,d, Pavel Coufalik1,e, Iva Krcmova1,f and Jaroslava Daskova1,g 1 Brno University of Technology, Faculty of Civil Engineering, Brno, Czech Republic a hyzl.p@fce.vutbr.cz, b varaus.m@fce.vutbr.cz, c stehlik.d@fce.vutbr.cz, d dasek.o@fce.vutbr.cz, e coufalik.p@fce.vutbr.cz, f krcmova.i@fce.vutbr.cz, g daskova.j@fce.vutbr.cz Keywords: Stiffness modulus, functional properties, additives, low-temperature characteristics, cyclic triaxial loading.
Piala: Resistance to permanent deformation by cyclic compression test, Theoretical Foundation of Civil Engineering, Warszawa, Wroclaw, Poland, 2008.

Dynamic Heat Transfer through the External Wall of a Timber Structure SKOTNICOVÁ Iveta1,a , LAUSOVÁ Lenka2,b* and BROŽOVSKÝ Jiří3,c 1, 2, 3 Faculty of Civil Engineering, VŠB-Technical University of Ostrava, Ludvíka Podéště 1875/17, 708 33 Ostrava-Poruba, Czech Republic aiveta.skotnicova@vsb.cz, blenka.lausova@vsb.cz, cjiri.brozovsky@vsb.cz Keywords: numerical simulation, heat field, heat flux, experimental measurements, temperature response, light weight building structure Abstract.
Experimental measurements of the temperature response were made in the real timber building of the passive standard placed at the site of the Faculty of Civil Engineering at the Technical University of Ostrava.

Influence of Span-depth Ratio to the Ductile Property in Prestressed Concrete Hollow Slab Dong Han 1,2,a Xiuqin Cui 1,3,b Shige Lv 4,c 1College of Civil Engineering & Architecture, Wuhan University of Technology, Wuhan, Hubei, 430070, R.P, China 2The Gongyi City Housing and Urban Planning and Construction Bureau, Gongyi, Henan, 451200, R.P, China 3College of Civil Engineering & Architecture, Jiaozuo University, Jiaozuo, Henan, 454000, R.P,China 4Henan Jianda Project Management Coporation, zhengzhou, Henan, 450000, R.P,China ahandong1851@126.com bcuixiuqin@163.com c13839161461@139.com Keywords: span-depth ratio; ductile property; numerical analysis; mid-strength spiral-rib steel wire; prestressed concrete hollow slab; Abstract: The numerical analysis method is applied to simulate the whole process of bending.

Research on Stress Increase of Unbonded Tendons at Ultimate in Prestressed Concrete Continuous Beams Xiaodong Wang1,2,a , Wenzhong Zheng1, and Ying Wang1 1School of Civil Engineering, Harbin Institute of Technology, Heilongjiang Harbin 150090, China 2School of Architecture and Civil Engineering, Harbin University of Science and Technology, Heilongjiang Harbin 150080, China awangxiaodong-hit@126.com Keywords: prestressed concrete; continuous beam; unbonded tendon; stress increase Abstract.

Effect of Glutinous Rice Paste on Compressive Strength of Lime-Stabilized Soil Hongtao Peng1, a, Qi Zhang2,b , Naisheng Li 3,c, Defa Wang4 1College of Water Conservancy and Civil Engineering, CAU, Beijing 100083, China 2China State Construction International Co., Ltd, Beijing 100125, China 3Chinese National Institute of Cultural Property, Beijing 100029, China 4Tianjin Tanggu museum, Tianjin 300450, China apwb@cau.edu.cn, bzq851023@126.com, clineas@126.com Keywords: Glutinous rice paste, Compressive strength, Lime-stabilized soil, Box dimension.
Introduction Chinese began using “glutinous rice paste” as a civil engineering material a long time ago.

Petryashev1,h 1 Department of Computer Science and Applied Mathematics, Research-Educational Center of Computational Simulation, Moscow State University of Civil Engineering (MGSU), 26, Yaroslavskoe Shosse, 129337, Moscow, RUSSIA a, b, c, d, e, f, g. hniccm@mgsu.ru Keywords: Numerical simulation, external extreme loads and impacts, nuclear power plants (NPP), wind hurricane, tornado, plane crash, the impact of the shock wave, seismic loads, tsunami, ANSYS Mechanical, ANSYS CFD, ANSYS AUTODYN, ABAQUS Standard\Explicit, LS-DYNA Abstract.
M. (2011), Development, software and algorithmic implementation, verification and appro-bation of Numerical modeling techniques of extreme im-pacts on NPP structures (wind hurricane, snow loads, tornado, plane crash, the impact of the shock wave, seis-mic and tsunami effect), Scientific-technical report, Moscow State University of Civil Engineering, № Н/41/11/54 (К.477-11)

Detection of Early Stage of Fatigue Changes in Non-Alloy Steel Using Residual Magnetic Field Method Patrycja Antonik-Popiołek1,a, Jacek Głód2,b*, Zbigniew Jurasz2,c and Janusz Juraszek1,d 1Faculty of Materials, Civil and Environmental Engineering, University of Bielsko-Biala, Willowa 2 Str., 43-309 Bielsko-Biała, Poland 2BOSMAL Automotive Research and Development Institute Ltd., ul.
Juraszek, Residual Magnetic Field Non-destructive Testing of Gantry Cranes Materials 2019, 12(4), 564 Special Issue "Non-destructive Testing of Materials in Civil Engineering; https://doi.org/10.3390/ma12040564 [6] J.

The Research on Early Age Deformation of Shrinkage-Compensating Concrete Shouzhi Zhang 1, a, Ting Yao1, b, Qian Tian1, c and Fei Guo1, d 1 State Key Laboratory of High Performance Civil Engineering Materials, Jiangsu Research Institute of Building Science, Nanjing 210008, China azhangshouzhi@cnjsjk.cn, byaoting@cnjsjk.cn ,ctianqian@cnjsjk.cn, dguofei@cnjsjk.cn Keywords: Shrinkage-compensating, concrete, early age, deformation, expansive agent Abstract.
M., ‘Measuring Autogenous Strain of Concrete’, technical report, Technical University of Denmark, Department of Civil Engineering, 2007, Lyngby , Denmark

Investigations on Fatigue Properties of Die Cast Magnesium Alloy AZ91HP at Very High Cycles T.Li1, 2, a , Q.Y.Wang 1, b, Q.F.Dou 1, c , C.Wang 1, d and M.R.Sriraman1, e 1 Department of Civil Engineering and Mechanics, Sichuan Univ.
Chengdu, China, 610065 2 College of Civil Eng. and Architecture, Southwest Univ.
As is well known, majority of the failures of structural components in engineering applications are due to fatigue.