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, The 11th Central European Congress on Concrete Engineering.
Frappa, Electrical Resistivity Measurement Applied to Cracking Assessment on Reinforced Concrete Structures in Civil Engineering, NDT & E International, Vol. 36, Issue 6 (2003) 383-394
Ramana, Behaviour of slurry infiltrated fibrous concrete (SIFCON) on simply supported two way slabs in flexure, Indian Journal of Engineering Material Science, Vol. 12 (2005) 427-433
Gnaneswar, Behaviour of steel reinforced slurry infiltrated fibrous concrete (SIFCON) two way slabs in punching shear, Indian Journal of Engineering Material Science, Vol. 15 (2008) 334-342

Macromolecular Materials and Engineering 305(2020)10, S. 2000361
Procedia Engineering 120(2015), S. 279–282
Synthesis Lectures on Emerging Engineering Technologies 2(2016)1, S. 1–96
M.: Comparison of TDR and Inclinometers for Slope Monitoring: American Society of Civil Engineers, 2012

Earthquake Engineering and Structural Dynamics, 21(2):145~161 (1992)
Journal of Geotechnical Engineering, ASCE, 118(1):89~106 (1992)
Journal of Geotechnical Engineering ASCE, 104 (12):1427~1447 (1978)
Journal of Geotechnical Engineering, ASCE, 109(2):228~243 (1983)
Journal of Geotechnical Engineering, ASCE, 120(2): 308~331(1994).

Objective Function in Optimal Back Analysis for Rock Engineering [J].
Chinese Journal of Rock Mechanics and Engineering, 2001, 20(1): 1-5
China Civil Engineering Journal, 2001, 34(6): 60-62
Journal of Railway Engineering Society, 2008, 2(2): 50-53
Journal of Railway Engineering Society, 1996(2): 95-99.

The article presents the physical-chemical bases and as result – the technological bases of concrete resistance to ultra-low cryogenic (up to -196 °C) technical (engineering) temperatures, which is applied to the reinforced concrete structures of engineering constructions such as storage tanks for liquefied gases (in particular, liquid nitrogen and oxygen with cryogenic temperatures), as well as the enclosing structures of blocks (units) for air separation for various inert gases.
The latter are necessary for the calculation and design of reinforced concrete structures of engineering constructions operated under the influence of cryogenic technical temperatures.
The researches were carried out in relation to the operating conditions of reinforced concrete structures of such engineering structures as isothermal storage tanks for liquefied natural gases, as well as air separation blocks.
The results of the performed investigations can be used in the calculation of reinforced concrete structures and the design of engineering constructions, which are operated in the conditions of the exposure of extremely low technological temperatures.
Yu, Investigation of internal frost damage in concrete with thermodynamic analysis, microdamage modeling, and time-domain reflectometry sensor measurements, Journal of Materials in Civil Engineering. 25 (2013) 1248-1259

Measurement of Viscosity Using a Long-Period Fiber-Grating-Based Viscometer Jian-Neng Wang1,a, Jaw-Luen Tang2,a, Chien-Hsing Chen2,b, Ping-Li Shen1,c and Yu-Shun Jheng1,d 1Department of Construction Engineering, National Yunlin University of Science and Technology, Douliou 64002, Taiwan 2Department of Physics, National Chung Cheng University, Chiayi 62102, Taiwan awangjn@yuntech.edu.tw, bsaesozj@yahoo.com.tw, cM10016213@yuntech.edu.tw, dM100162103@yuntech.edu.tw Keywords: long-period fiber grating (LPFG), sensor, viscosity, wavelength shift, discharge time, refractive index (RI).
Hopefully, such a highly sensitive viscometer is suitable for use in various fields of applications, such as civil, food, chemical and biological, mechanical, petroleum, and aerospace engineering.

Study on the large fire tests temperature spread properties of external thermal insulation system Niu Zhirong1,a Huang Zhenli 2,b 1College of Civil Engineering and Architecture, Jiaxing University, Jiaxing, Zhejiang, China 2Beijing Zhenli energy conservation and environmental protection technology Co., LTD aniuzr@126.com, bhuangzhenli@yeah.net Keywords: Exterior insulation system, Fire experiment， Building fireproofing, Temperature field, Fire spread Abstract.
In order to improve the fire performance of exterior wall thermal insulation system composed of organic heat preservation material, a variety of different structural measures can use to enhance its fire performance in engineering.
References: [1] Song Changyou, Chen Danlin, Huang Zhenli, Ji Guangqi, Study on fire-proof technology of outer-wall external thermal insulation system for high-rise buildings ，Building Science，Vol.24, No.2,2008，p.93~103 [2] Song Changyou, Ji Guangqi, Chen Danlin, Zhu Chunling, Fire-proof Safety Analysis on Outer-wall External Thermal Insulation System, Building Science, Vol.24,No.2,2008, p.8~12 [3] Song Changyou, Huang Zhenli, Ji Guangqi, Chen Danlin, Discussion on Fire-proof Technologies and Problems of Outer-wall External Thermal Insulation System, Building Science, Vol.24,No.2,2008, p.1~7 [4] Niu Zhirong, Xong Houren, Xiang yi etc, Temperature field analysis of Exterior wall insulation system fire experiment, Journal of Disaster Prevention and Mitigation Engineering, Vol.30,Supplement, 2010, p.120~125 [5] Song Changyou, Chen Danlin etc, Typical Fire Cases for Outer-wall External Thermal Insulation System, Building Science，Vol.24, No.2, 2008，p.12~20

Shape Optimization and Seismic Design of Concrete-Filled Square Tubular Column and Reduced Beam Section with Cut Web Yanli Guo1,a，Xingyou Yao2,b 1 College of engineering, Guangdong Ocean University, Zhanjiang, China 524088 2College of civil engineering, Tongji University, Shanghai, China 200092 aguoyanlichd@126.com, byaoxingyoujd@163.com Keywords: Shape Optimization; Seismic Design; Concrete-Filled Steel Square Tubular Column; Beam-Column Joint; Reduced Beam Section; Nonlinear FEM Abstract.
Engineering Mechanics (in Chinese)，Vol. 21(1) (2004), p.61-69

The Application of GPS for High Rise Building Deformation Monitoring During the Servicing Stage Houtian Zhang1,a, Lei Hu1,b 1Department of Civil Engineering in Luoyang Institute of Science and Technology, China , 471023 atiantianhou@tom.com, bhulei127@sohu.com Keywords: High-Rise building, Deformation monitoring, Service stage, GPS Abstract.
Through the analysis of deformation monitoring data, can give better mechanism of deformation, certificate deformation hypothesis, test design theory correctness and rationality, provide the basis for future changing and instituting specification Existing Problems of High Rise Building's Deformation Monitoring During the Servicing Stage 《Code for engineering surveying GB50026-2007》and《Code for deformation measurement of building and structure JGJ 8-2007》asks that the ordinary high rise building must be carried out in third and third above order deformation monitoring[1,2].
[2] Ministry of construction of the People’s Republic of China.Code for engineering surveying (GB50026-2007).

The Modulus of Elasticity of High-Strength Concrete Zhao-Hui Lu1,a, Zhi-Wu Yu1,b and Yan-Gang Zhao2,c 1School of Civil Engineering and Architecture, Central South University, 22 Shaoshannan Road, Changsha 410075, China 2Department of Architecture and Building Engineering, Kanagawa University, 3-27-1 Rokkakubashi, Kanagawa-ku, Yokohama 221-8686, Japan agt2064@163.com, bzhwyu@mail.csu.edu.cn, czhao@kanagawa-u.ac.jp Keywords: High-strength concrete; Modulus of elasticity; Concrete compressive strength; Coarse aggregate.
When the strength of concrete gets higher, some of its characteristics and engineering properties become different from those of normal-strength concrete (NSC) [1-3].