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Influence of Nanoscale Barium Hydrosilicates on Composition of Cement Stone GRISHINA Anna N.a*, KOROLEV Evgeniy V.b Moscow State University of Civil Engineering 129337, Yaroslavskoje hw., 26, Moscow, Russian Federation aGrishinaAN@mgsu.ru, bKorolevEV@mgsu.ru Keywords: nanotechnology, nanoscale barium hydrosilicates, cement stone, chemical composition Abstract.

Association for Disaster Prevention Research,138-1 Tanaka-Asukaicho, Sakyo-ku, Kyoto 606-8226, Japan 2Department of Civil and Earth Resources Engineering, Kyoto University, 4 Kyoudai-katsura, Nishikyo-ku, Kyoto, 615-8540, Japan aoka.fusao.38x@st.kyoto-u.ac.jp, bkimoto.sayuri.6u@kyoto-u.ac.jp Keywords: Cyclic Plasticity, Geomaterials, Non-Associated Flow Rule, Liquefaction Abstract.

Strain Analysis of Composite Frame Joints with Double Side Penetrated diaphragms Min Tong1,2 1 School of Civil Engineering, Wuhan University, Wuhan, China 2 Wuhan Architectural Design Institute, Wuhan, China 1tonming@126.com, 2tonming@126.com Keywords: concrete-filled steel tube, penetrated joint, strain of joint, composite structure Abstract.

Distribution of Stresses in Masonry Pillar with Fully Filled and Unfilled Perpend Joints BÍLÝ Petr1, a*and FLÁDR Josef1,b 1Faculty of Civil Engineering, Czech Technical University in Prague, Thákurova 7/2077, Prague, Czech Republic apetr.bily@fsv.cvut.cz, bjosef.fladr@fsv.cvut.cz Keywords: Masonry, perpend joints, stress distribution.

Automatic Generation System for Weather Thematic Map Based on Model Builder Jingzong Zhang Department of Civil Engineering.

The evolvement of Housing Industrial Structure and “Smiling Curve” Lan Chen School of Energy and Civil Engineering ,Harbin University of Commerce Haerbin,Heilongjiang,150028, China chenjll@163.com Keywords：housing industry, scale structure, smiling curve, evolvement Abstract.

Crack Extension Resistance of Post-fire Concrete Zhoudao LU1, a, Jifeng CHAI2,b 2College of Civil Engineering, Tongji University, 1239 Siping road, Shanghai 200092,China alzd@tongji.edu.cn, b404379505@qq.con Keywords: residual crack extension resistance; cohesive force; post-fire; wedge-splitting test Abstract: Wedge-splitting test is carried out in present research.Determination of the residual crack extension resistance curves (KR-curves) associated with cohesive force distribution on fictitious crack zone of complete fracture process is implemented.

Damage Model for Dissipative Materials with Generalized Non-Linear Strength Theory YU WeiWei1, a, GUO Xuan2,b 1School of statistics, Capital university of economics and business, Beijing, 100070, China 2School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China awowo8830@163.com, bxguo@bjtu.edu.cn Keywords: damage model, dissipative materials, generalized non-linear strength theory Abstract.

Experimental Study on Electrical Conductivity of Carbon Fiber Reinforced Concrete Underwater YouZhi Wang 1,a, YongZhi Xu1,b,* , Ying Sun2,c 1 School of Civil Engineering, Shandong University, Jinan, 250061, PR China 2 Audit Office Of Shandong University, Jinan, 250061, PR China awangyouzhi@sdu.edu.cn, bxyz2003sdu@163.com, c 47858567@qq.com * Author to whom correspondence Keywords: Carbon fiber conductive concrete; Electrical resistance; Defect; Water pressure Abstract: This paper studied the effect of carbon fiber dosage, concrete age, size of defect, and eater pressure on the electrical conductivity of carbon fiber reinforced concrete (CFRC).

Introduction This work is in continuity with [3], in which the problem of sliding rough fracture is treated is the case of compressive and shearing testing, relevant to the behavior of civil engineering structure response under earthquake.