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Most civil engineering structures have long service life and situate in severe environment.
Most civil engineering structures have long service life, and are situated in suburbs with severe environment.
In addition, the job sites are mostly far away from city, and surroundings are bad, which also make it difficult to monitoring the engineering structures year in and year out.
Those perfect the whole FBG testing system, and make the FBG sensing technique more satisfy the needs of engineering application.
Different measurement mode meets different engineering practice.

Experimental Investigation on Simply Supported PFRP Channel Beams Subjected to Three-point Loading Sittichai Seangatith1, a and Jaksada Thumrongvut 1,b 1School of Civil Engineering, Institute of Engineering, Suranaree University of Technology, Nakhon Ratchasima 30000 Thailand.
Introduction In recent years, fiber-reinforced plastic (FRP) composite materials are widely used in civil engineering applications.
In the past several decades, the usages of the PFRP structural profiles have gained a wide acceptance in civil engineering construction such as cooling towers, waste water treatment plants and pedestrian bridges due to the material characteristics and economic advantages over the traditional materials such as steel and reinforced concrete.
In the last decade, the research and development of all PFRP structures in civil engineering have progressed considerably in several countries [1].
The Fourteenth National Convention on Civil Engineering, Nakhon Ratchasima, Thailand, (2009), p. 1625-1632

Analysis of Durability of High Performance and Ordinary Concrete Mixtures with Respect to Chlorides LEHNER Petr1, a *and KONECNY Petr1, b 1VSB-Technical University of Ostrava, Faculty of Civil Engineering, Department of Structural Mechanics, L.
Teply, Modelling of Chloride Concentration Effect of Reinforcement Corrosion, Computer-Aided Civil and Infrastructure Engineering, Vol. 24 (2009), pp. 446-458
Konecny, Reliability of Reinforced Concrete Bridge Decks with Respect to Ingress of Chlorides, Doctoral thesis, 2007, Faculty of Civil Engineering, VSB – TU of Ostrava
Faculty of Civil Engineering, VSB – Technical University of Ostrava.
Ghosh, Evaluation of Chloride Influence on the Cracking in Reinforced Concrete Using Korozeeneck Software, Transactions of the VŠB – Technical University of Ostrava, Civil Engineering Series, Vol. 11, No. 1 (2011), pp. 1-7, ISSN: 1804-4824

Ltd, Shanghai, China 2Department of Building Engineering, Tongji Univ., Shanghai, China asaffel@163.com bxueyu@tongji.edu.cn Keywords:large-scale structure, construction procedure, time effect, route effect Abstract.The mechanical behavior of prestressing, temperature ,creep & shrinkage in construction procedure are studied, then construction analysis are integrated into structural nonlinear analysis by defining construction procedure as state nonlinear.
Cao Zhiyuan[2] proposed the concept of Civil Engineering Construction Mechanics and time-varying mechanics.
Journal of Civil Engineering (in Chinese), 2000,Vol.33(6):105-107 [2] Cao Zhiyuan: Construction Mechanics And Time-varying MechanicsIn Civil Engineering.
Journal of Civil Engineering (in Chinese), 2001, Vol.34, no.3 [3] Zhao Xianzhong: Time-dependent Analysis of High-rise RC Buildings with Construction Imperfection and Procedure effect.
Analysis and calculation of temperature variation and shrinkage effects on RC building structures.Journal of Civil Engineering (in Chinese), Vol.40, No.10, Oct. 2007.

Hydration Heat Evolution of the Cement Paste with Recycled Concrete: Influence of Grain Size Distribution of Recycled Concrete Powder TOPIČ Jaroslav1, a * and PROŠEK Zdeněk1, b 1 Czech Technical University in Prague, Faculty of Civil Engineering, Thákurova 7, 166 29 Prague, Czech Republic ajaroslav.topic@fsv.cvut.cz, bzdenek.prosek@fsv.cvut.cz Keywords: Recycled Concrete; Micro-Milling Concrete; Binder Replacement; Hydration Heat.
And because the price is nowadays the main motivation for the use of recycled materials, the price increase would mean an even greater skepticism of engineers and designers.
The authors also thank the Center for Nanotechnology in Civil Engineering at the Faculty of Civil Engineering and the Faculty of Civil Engineering, CTU in Prague and the Joint Laboratory of Polymer Nanofiber Technologies of the Institute of Physics, Academy of Science of the Czech Republic, and the Faculty of Civil Engineering, CTU in Prague.

Numerical Simulation on Heat Transfer from Envelope of the Underground Engineering WANG Li-jun, MIAO Xiao-ping, WANG Rui-hai, WANG Bo Engineering Institute of Corps of Engineers, PLA Univ. of Sci. & Tech.
Figure 3 Heat load per unit of length for the attached underground engineering envelope Figure 3 and Figure 4 show the heat load per unit of length for the attached underground engineering envelope and temperature profile of the attached underground engineering envelope and the surrounding soils respectively.
The engineer around is the light clay, the material of the envelope is reinforced concrete.
Different Region China is divided into five regions according to" Thermal Design Criterion of Civil Architecture ", the chilliness, the cold, the hot summer, the cold winter and the mild and the hot summer and warm winter.
Analyzing the same underground engineering and the surrounding soils to highlight the heat load influence of the underground engineering envelopes in different regions.

Klyuev, Fire resistant fiber reinforced vermiculite concrete with volcanic application, Magazine of Civil Engineering. 4 (2018) 181–194
Stolyarov, Mechanical properties of synthetic fibers applied to concrete reinforcement, Magazine of Civil Engineering. 4 (2018) 15–23
Krylov, Strength of reinforced concrete beams of high-performance concrete and fiber reinforced concrete, Magazine of Civil Engineering. (1) 2018. 90–100
Manokhin, Behaviour of concrete with a disperse reinforcement under dynamic loads, Magazine of Civil Engineering. 7 (2017) 3–14
Guryanov, External reinforcing of fiber concrete constructions by carbon fiber tapes, Magazine of Civil Engineering. 1 (2013) 21-26

Point-location problem for indoor daylight factor computations Smirnov Vladimir1,a, Rozovskaya Tamara2,b, Semenov Vyacheslav3,c 1Postgraduate student, The Department of Structural mechanics, Moscow State University of Civil Engineering (MGSU), 26 Yaroslavskoe chaussee, Moscow, 129337, Russian Federation 2Postgraduate student, The Department of Building materials, Moscow State University of Civil Engineering (MGSU), 26 Yaroslavskoe chaussee, Moscow, 129337, Russian Federation 3Ph.D Candidate, Associate Professor, The Department of Building materials, Moscow State University of Civil Engineering (MGSU), 26 Yaroslavskoe chaussee, Moscow, 129337, Russian Federation abelohvost@list.ru, btamara.roz@yandex.ru, cscience-isa@yandex.ru Keywords: hollow light guide, daylight factor, strip method, ray-tracing method, natural lighting.
Hollow Tubular Light Guides: Their Application for Natural Illumination of Buildings and Energy Saving // Light & Engineering. – 2012. – № 1. – pp. 40–49
Horizontal light guides effectiveness study for natural illuminations of rooms with side windows. // Light & Engineering. – 2008. – № 5. – pp. 49–51
Association of civil engineering universities publishing house. 2008
New quality and reliability of building materials and structures based on high-tech engineering solutions. – М.: MGSU, 2012. – pp. 260-262 [6] Preparata F., Shamos M.

These new piezoelectric-cement based composites have been developed for sensor applications in civil engineering works where these composites would provide better matching to concrete than the existing normal piezoelectric ceramic or piezoelectric-polymer composites.
In civil engineering applications, cement based composites consisting of PZT have been developed recently [3-9].

Effects of Initial Geometric Imperfections on the Stability of Steel-concrete Composite Ribbed Shell Lingling Wang a, Yuzhen Chang b School of Civil Engineering , Xi’an University of Architecture & Technology , Xi’an, 710055, China a wanglljl@xauat.edu.cn, bchangyz@xauat.edu.cn Key words: Initial imperfections, steel-concrete composite ribbed shell, instability regions, critical load.
Journal of Structural Engineering, Vol. 117 (1991), p.796 [3] Simitses G.J.
China Civil Engineering Journal.
China Civil Engineering Journal.
China Civil Engineering Journal.