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Laboratornyye i naturnyye issledovaniya dolgovechnosti (ekspluatatsionnogo sroka sluzhby) stenovoy konstruktsii iz avtoklavnogo gazobetona s litsevym sloyem iz silikatnogo kirpicha [Laboratory and field studies of longevity (operational lifetime) of the wall structure of autoclaved aerated concrete with a facing layer of silica brick] (2004) Magazine of Civil Engineering, 8, pp. 20-26.
Humidity state of structures of autoclaved aerated concrete in conditions of operation (2011) Magazine of Civil Engineering, 2, pp. 33-38
Vliyaniye fiziko-tekhnicheskikh i geometricheskikh kharakteristik shtukaturnykh pokrytiy na vlazhnostnyy rezhim odnorodnykh sten iz gazobetonnykh blokov [The influence of physico-technical and geometric characteristics of plaster on humidity regime of homogeneous walls from gas-concrete blocks] (2011) Magazine of Civil Engineering, 1, pp. 28-33.
Features of humidity conditions in the initial period of operation] (2011) Magazine of Civil Engineering, 8, pp. 41-50.
Application of hygrothermal modeling tool to assess moisture response of exterior walls (2006) Journal of Architectural Engineering, 12, pp. 178-186

Ageing and Fatigue Combined Effects on GFRP Grids CALABRESE Lara1,a, MICELLI Francesco2,b , CORRADI Marco3,c *, AIELLO Maria Antonietta4,d and BORRI Antonio5,e 1-2 Dept. of Innovation Engineering, University of Salento, Via per Monteroni 73100, Lecce, Italy 3 Dept. of Engineering, Perugia University, Via Duranti, 92 06125 Perugia, Italy and Dept. of Mechanical & Construction Engineering, Northumbria University, Wynne-Jones Building, NE1 8ST Newcastle Upon Tyne, United Kingdom 4 Dept. of Innovation Engineering, University of Salento, Via per Monteroni 73100, Lecce, Italy 5Dept. of Engineering, Perugia University, Via Duranti, 92 06125 Perugia, Italy a calabreselara00@gmail.com, bfrancesco.micelli@unile.it, cmarco.corradi@unipg.it, dantonietta.aiello@unisalento.it, eantonio.borri@unipg.it * corresponding author Keywords: Fatigue, Ageing, Mechanical Testing, GFRP, composite materials.
Introduction The use of FRP materials in structural strengthening of civil and monumental buildings has been found to be effective and affordable thanks to the research done in the last decades [1].
Even if the problem of fatigue has been extensively studied from FRP laminates [2], there are no information about the products used in retrofitting of civil structures.
Specimen Preparation One critical limit state of civil structures are fatigue and long term behaviour and previous reviews of existing data from mechanical and aerospace applications are often used to determine the applicability to civil constructions.
The authors are also grateful for continuing support from colleagues in the Mechanical & Construction Engineering Department.

Research status and Prospect of Rock acoustic emission technology Qing Zhang 1, 2, a, Lei Wang 1 1 College of Construction and Engineering, Jilin University, Changchun, Jilin, 130000 2 College of Civil Engineering, Jilin Architecture and Civil Engineering Institute, Changchun, Jilin, 130000 axqaixy@126.com Keywords: acoustic emission technology; Wavelet transform; Kaiser Effect.
There will occur energy in the process when rock was stressed, deformed until be destroyed, and the energy will produce acoustic wave, and will released in the form of acoustic emission, thus the acoustic emission technology can be used in testing the rock engineering, and through which may settle the safety problem in the rock engineering construction.
Although researchers combine the acoustic emission technology with a little practical study of geological and mining engineering and tunnel engineering, the practical data were still very little.
Chinese Journal of geotechnical engineering, 2010.
Chinese Journal of rock mechanics and Engineering, 2005.

Refined Beam Element for Second Order Analysis of Latticed Shells QI Lin 1, a, HUO Haifeng 2,b 1 Airport College, Airport engineering research base, Civil Aviation University of China, CHINA 2 Airport College, Airport engineering research base, Civil Aviation University of China, CHINA aqilin1208@163.com, bhhf_1117@126.com Keywords: beam element; second-order; displacement interpolating functions; series Abstract.
Computer Methods in Applied Mechanics and Engineering, 1984, 47(1): 261-282
Engineering Structures, 1987, 9(4), 243-254
Engineering Structures, 2000, 22(10): 1324-1338
Journal of Structural Engineering, 1987, 113(7): 1501-1519

Experimental Study on the Distribution Coefficient of Horizontal Force Acting on the Wharf Transverse Bents Yue Zhang1,a, Feng Zhu1,b , Peiran Wang2,c and Xiang Li 3,d 1College of Harbor, Coastal and Offshore Engineering, Hohai University, Nanjing, China 2College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing, China 3College of Civil and Transportation Engineering, Hohai University, Nanjing, China aZhangyue_hhu11@163.com, bzf199095@126.com, cwpr_hhu@163.com, dchronxiang@gmail.com Keywords: horizontal force, transverse bent, relative stiffness, distribution coefficient Abstract: The force of ship is one of the main loads which High-Piled Wharf bears, the assignation of transverse component on each bent is the precondition of the calculation which simplified the wharf structure into plane bent.
Acknowledgements The author would like to thank her collaborators from Hohai University, college of Harbor coastal and offshore engineering.
Port&Waterway Engineering, 1991(12): 13-19
Journal of Shenyang Architectural and Civil Engineering Institute: Natural Science Edition. 2003(3): 165-168
ANSYS Engineering Structure Numerical Analysis[M].

Causes and Solutions for the Common Problems in Rotary Drilling Cast-in-place Pile Construction Zhaoyin Zhou1,a, Changyou Zhang1,b 1School of Civil Engineering and Architecture, Chongqing University of Science and Technology, Chongqing, 401331, China azzy2485@126.com, bzcy56@126.com Keywords: Rotary Drilling Cast-In-Place Pile, Construction Craft, Quality Control, Measures Abstract.
The text mainly analyzes the causes for the common problems in rotary drilling cast-in-place pile construction and gives some corresponding measures to solve them combined with engineering cases.
Therefore it requires engineering staffs’ high attention during the construction.
Construction Technology for Rotary Drilled and Bored Pile Applied to Pile Foundation Engineering in Nanchang West Railway Station[J].Building Construction,2011,33(12):1071-1071
Application of Rotary Drilling Piles in Deep Foundation Pit Supporting Projects of Shenzhen[J].Guangdong Architecture Civil Engineering,2011,12:7-9

Research of Compression Bearing Capacity of Steel Reinforced Concrete Short Column Replaced by C-BAR Chengzhu Qiu Civil engineering department, University of Science and Technology Liaoning, China acivilqiu@126.com Keywords: concrete column; replace; C-BAR; bearing capacity; main reinforcement.
But in the actual engineering, the concrete column’s longitudinal steel bars between hoopings buckles because of its not enough buckling strength, then cracks are easily occurred around the column, the concrete was crushed and the column was destroyed.
In the future, the carbon fibre composite material will be used more extensively in civil engineering.
The beneficial exploration about C-BAR reinforcement replacing rebar has been done, the experimental data has a referenced purpose for engineering application.
Teng, Strength models for fiber-reinforced plastic-confined concrete, Journal of Structural Engineering, ASCE, 5 (2002) 612-623

Effect of the fracture toughness of materials () on fatigue crack propagation rate Lixiong Gu 1,a, Zhongyong Xu 1,b, Zhifang Liu1,c 1,2,3School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510640, P.R.
Mechanical behavior of materials: engineering methods for deformation fracture and fatigue. 2nd ed.
Proceedings of the Eleventh International Symposium on Structural Engineering, v 1(2010), p 886-890.
Advanced Materials Research, Advances in Civil Engineering and Architecture, v 243-249(2011), p 5458-5464.
ASME Journal of Basic Engineering D85, 528-534.(1963)

Historical Timber Structures with Selected Joints FAJMAN Petr 1, a *and MACA Jiri1,b 1Czech Technical University in Prague, Faculty of Civil Engineering, Department of Mechanics, Thakurova 7, Prague, Czech Republic afajman@fsv.cvut.cz, bmaca@ fsv.cvut.cz Keywords: historical, timber structures, dovetail, scarf Abstract.
Practical engineers need simple structural models and geometrical designs of joints.
Fajman, A Scarf Joint for Reconstructions of Historical Structures, Structural and Physical Aspects of Civil Engineering, Advanced Material Research, 2014 9-15, ISSN 1022-6680, Trans Tech Publications Ltd, Switzerland
Park, Effects of geometry on mechanical behavior of Dovetail Connection, World conference Timber Engineering, Auckland, July 2012
Seim, Multi-mode failure of form-fitting timber connections – Experimental and numerical studies on the tapered tenon joint, Engineering Structures 48 (2013) 727–738.

Experimental Study on Dry Shrinkage of LSFRC and LHFRC Peng Li 1, a, Dongqing He2, b 1 School of Civil Engineering and Architecture, Henan University, Kaifeng, Henan, 475004, China 2 School of Civil Engineering and Architecture, Henan University, Kaifeng, Henan, 475004, China achipren@163.com, bhe_dongqing@163.com Keywords: Layered structure, Concrete structure, Dry shrinkage performance Abstract.
In view of the dry shrinkage performance, the study is done on the research of the general concrete structure (C) enhancement effect and strengthening mechanism for the wide use in engineering foundation.
Therefore, how to ensure the concrete pavement strength and improve the durability performance becomes a hot issue in the engineering community.
The rapid development of our major infrastructure construction has caused a close attention on the concrete science and engineering circles, and this is the tremendous impetus of durability research[3].As a new structure form of pavement engineering, the durability of the layer steel fiber reinforced concrete structure is also one of the important researches.
According to the highway engineering cement and cement concrete test code (JTG E30-2005), the plate center of the test mode ends has two holes in order to embed the measuring head.