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Gimadetdinov, Overview of the existing concrete deformation diagrams in compression in domestic and foreign regulatory documents, Industrial and Civil Construction. 3 (2014) 80-84
Latysheva, Stress-strain Diagrams of Concrete Under Repeated Loads with Compressive Stresses, Procedures Engineering. 111 (2015) 371-377
Gubanova, Deformation dependences for a flat-stressed corrosion-damaged composite element in the contact zone, International Journal for Computational Civil and Structural Engineering. 3 (13) (2017) 58-69
Ubaidulloev, The method of calculating elastoplastic deformation of reinforced core structures under various loading conditions, Bulletin of Kazan State University of Architecture and Civil Engineering. 4 (46) (2018) 370-377.

Experimental Study of the Effect of Water Reducer on the Plaster Board Production in low Energy-consumed Way Jing Sun1, a, Xiaohong Cong1,b , Hongbo Liu1,c and Li Sun2,d 1 Dept of Civil Engineering , Hebei Institute of Architecture and Civil Engineering Zhangjiakou,Hebei,075024, China 2 Dept of Civil Engineering ,Shanghai Jianfeng vocational and technical Institute ,Shanghai,201900, China a kathy2001joy@sohu.com, bgwb.xiao@163.com, cbo-hong@126.com, dsli961@126.com Keywords: Building gypsum, Gypsum admixture, Energy saving, Performance comparison Abstract.

Introduction In recent years, with the popularization of natural gas, LPG and other flammable gas in industry and civil fields, gas explosion accidents occur frequently and bring about massive damage and failure of structures.
Masonry construction, as an old building technique, is widely used in the modern civil engineering.
The size of the finite element model for wall is 3m high×2m wide×0.12m thick, the size of aerated concrete block according to the block used in actual engineering practice is 590mm long×240mm high×120mm thick and the thickness of mortar is 5mm.
References [1] Autocalved Aerated Concrete Properties, testing and design, RILEM Recommended Practice, RILEM Technical Committees78-MCA and 51-ALC，First edition (1993) [2] Han Yongli, Research on the Characteristics and the Protective Technology of Civil Building Structures against Gas Explosion, Shanghai Jiao Tong University (2011)
Journal of Engineering Mechanics, 2002, 128(2):134-142

Barbora Hrubá,1,c 1 VSB – Technical University of Ostrava, Faculty of Civil Engineering, Ludvíka Podéště 1875/17, Ostrava – Poruba, 708 33, Czech Republic a lenka.michnova@vsb.cz (corresponding author), b marcela.cernikova@vsb.cz, c barbora.hruba@vsb.cz Keywords: air condition, temperature, passive housing, concentration CO2, user convenience Abstract.
Comparative measurement of the impact air conditioning To determine the effect of air conditioning on the concentration of CO2 and finding elimination of odor substances the training center of Moravian Timber Cluster (MSDK), which is located on the grounds of VŠB - TU Ostrava, Faculty of Civil Engineering was deliberately chosen.
Acknowledgements This paper was written by research group members of building environment as a project CZ.1.07/2.3.00 /20.0013 - “Creating an international integration of top scientific teams and increasing their professional growth on the Faculty of Civil engineering VSB-TUO“ As part of the Student grant competition - specific university research "SP2013/193 - Observation of the interior microclimate quality in low-heat consumption buildings. " Literature References [1] 2010/31/EU.

Study on Designs of Emergency Lodging Field in Emergency Shelter Jianyu Chu1, 2, a, Youpo Su1, 2, b, Lingli Chen1, c 1College of Civil and Architectural Engineering, Hebei United University, Tangshan, China 2 Earthquake Engineering Research Center of Hebei Province, Tangshan, China ajychu@heuu.edu.cn, bsuyoupo@126.com, c729560707@qq.com Keywords: emergency shelter; emergency lodging field; control index; design requirement Abstract.
According to the short-term shelter, and using the departments of civil affairs of China standard relief tents (36m2, 4.8m*7.8m) accounted, to give classified control index of maximum refuge scale is shown in Table 2.
China Civil Engineering Journal, 2009, 42 (5): 1-12.

Influence Analysis of Performance on Sasobit Warm Mix Asphalt with Salinity Kun Wang1, a, JingYa Chen2,b * and Xiang Qu3,c 1 College of Civil and Transportation Engineering, Hohai University, 1 Xikang Road, Nanjing, 210098 P.R.
China 2 College of Civil and Transportation Engineering, Hohai University, 1 Xikang Road, Nanjing, 210098 P.R.
China 3 College of Civil and Transportation Engineering, Hohai University, 1 Xikang Road, Nanjing, 210098 P.R.

Effect of Rubber Tyre Granules on Concrete Strength and The Microstructure Characteristics Of Rubberized Concrete Euniza Jusli1,a, Hasanan Md Nor2,b, Ramadhansyah Putra Jaya3,c and Zaiton Haron.4,d 1,2,3 Department of Geothechnics and Transportation, Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 Skudai, Johor, Malaysia 4 Department of Structure and Materials, Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 Skudai, Johor, Malaysia aeuniza@live.com, bhasanan@utm.my, cramadhansyah@utm.my, dzaitonharon@utm.my Keywords: strength; microstructure; concrete; waste tyre; rubber Abstract.
Lim, Using recycled waste tyres in concrete paving blocks, Proceeding of the Institution of Civil Engineers (2010) 37–45

Numerical investigation of shield cross tunnel minimum cover depth Guangming Li1,a ,Jinli Qiao2,b ,Pei Chen3,c 1Dept.of Civil Engineering.Hebei University of Technology,Tianjin,300401,China 2Dept.of Civil Engineering.Hebei University of Technology,Tianjin,300401,China 3Dept.of Civil Engineering.Hebei University of Technology,Tianjin,300401,China aliguangming20@126.com,bqiaojinli@126.com,cchenpeisn@163.com Keywords: cross tunnel; finite element model; cover thickness; vertical displacement Abstract: With the development construction of subway in the city, the cross tunnel is becoming common.

Seismic Response for a Reinforce Concrete Specimen Considering Corrosive Hazards Wei-Ting Lin1,2,a, Yuan-Chieh Wu 2,b, An Cheng1,c and Tzu-Ying Lee3,d 1Department of Civil Engineering, National Ilan University, Ilan, Taiwan 2Institute of Nuclear Energy Research, Atomic Energy Council, Executive Yuan, Taoyuan, Taiwan 3Department of Civil Engineering, National Central University, Tao-Yuan, Taiwan awtlin@niu.edu.tw, bycwu@iner.gov.tw, cancheng@niu.edu.tw, dtylee@ncu.edu.tw Keywords: Corrosive Hazards, Shaking Table Test, Dynamic Response.
The degradation of concrete and the effect of rebar corrosion are considered a key factor in the durability of RC structures and a major concern for civil engineers [5].

Characteristics of Mechanically Fastened Joints of Single-layer Bitumen Sheets Tomáš Petříček1, a *, Jan Plachý 2,b, Petr Kacálek 3,c, Radim Smolka 4,d 1,3,4 Brno University of Technology, Faculty of Civil Engineering, Institute of Building Structures, Veveří 95, 602 00 Brno, Czech Republic 2 Institute of Technology and Business in České Budějovice, Okružní 517/10, 370 01 České Budějovice, Czech Republic apetricek.t@fce.vutbr.cz, bplachy@mail.vstecb.cz, ckacalek.p@fce.vutbr.cz, dsmolka.r@fce.vutbr.cz Keywords: Single-layer waterproofing, bitumen sheet, mechanical fastening system.
Doctoral thesis, Brno: University of Technology, Faculty of Civil Engineering, 2013. 176 p
Doctoral thesis, Brno: University of Technology, Faculty of Civil Engineering, 2005. 186 s