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Strain variations in concrete subjected to cyclic freezing and thawing (2004) Thesis Submitted to University of Tokyo Department of Civil Engineering, Tokyo [7].
Kosior-kazberuk: Variation in fracture energy of concrete subjected to cycling freezing and thawing (2013)Arhives of civil and mechanical engineering,13(2), pp.254-259
Issledovanie vozmozhnosti modifikacii karbosilatnyh plastifikatorov v sostave modificirovannyh melkozernistyh betonnyh smesej (2012) Magazine of Civil Engineering,34(8) pp. 42-46
High-strength fiber concrete for industrial and civil construction (2012) Magazine of Civil Engineering,34(8), pp. 61-66
Analiz vozmozhnosteĭ i praktika ispol'zovanija metodov nanotehnologii (2009) Magazine of Civil Engineering,8(6), pp. 25-33

Dissertation (Master in Civil Engineering), State University of São Paulo: Júlio de Mesquita Filho, Ilha Solteira, 2002 [10] GRANZOTTO, L.
Dissertation (Master in Civil Engineering) - Graduate Program in Civil Engineering, Federal Universidade of Alagoas, 2005 [12] LINTZ, R.
Civil Engineering UM (Braga), v. 37, p. 17-26, 2010 [14] SEYDELL, MARIA RACHEL ; LINTZ, R.
Thesis (Masters Degree Program in Civil Engineering).
Dissertation (Linked to the graduate program in civil engineering of UFSC).

Preface It is our pleasure to welcome you to the 2013 3rd International Symposium on Chemical Engineering and Material Properties (ISCEMP 2013) in Sanya, China.
ISCEMP 2013 is the first conference dedicated to issues related to Chemical Engineering, Mechanical Engineering, Information technology, Manufacturing, Automation, Control, Mechatronics, Measurement and Monitoring, Control and Management, Materials Science, Power Systems and Electronics, Computing Methods and Algorithms, Electric Applications, Environmental and Civil Engineering.
A major goal and feature of it is to bring academic scientists, engineers, industry researchers together to exchange and share their experiences and research results, and discuss the practical challenges encountered and the solutions adopted.
The program consists of invited sessions, and technical workshops and discussions with eminent speakers covering a wide range of topics in Chemical Engineering, Mechanical Engineering, Information technology, Manufacturing, Automation, Control, Mechatronics, Measurement and Monitoring, Control and Management, Materials Science, Power Systems and Electronics, Computing Methods and Algorithms, Electric Applications, Environmental and Civil Engineering.

Selected Problems in Using Round Timber in Building Structures LOKAJ Antonín1, a, KLAJMONOVÁ Kristýna2, b, * 1, 2Department of Building Structures, Faculty of Civil Engineering, VŠB-Technical University of Ostrava, Ludvíka Podéště 1875/17, 708 33, Ostrava, Czech Republic aantonin.lokaj@vsb.cz, bkristyna.klajmonova@vsb.cz Keywords: round, timber, building, structures, joint, steel, bolt.
The content of this paper are possibilities of using round timber in various public facilities structures (e.g. children´s playgrounds) and in engineering constructions (e.g. watchtowers, bridges and footbridges).
Mechanical reinforcement possibilities of round timber bolted joints were researched and tested in a laboratory of the Faculty of Civil Engineering.
Marek, Simulation-based reliability assessment of timber structures, in: Proceedings of the 12th International Conference on Civil Structural and Environmental Engineering Computing.

Analysis of two cross arm of reactive powder concrete pole design with structure materials in Civil Engineering Yuzhuo Jia, Li Lin School of Civil Engineering Northeast Dianli University Jilin, China jiayz6087@163.com, linli121@126.com Keywords: cross arm；transmission line；poles；reactive powder concrete Abstract.
[2] Zhenya Liu. the typical design of the State Grid Corporation of power transmission engineering [M] Beijing: China Electric Power Press, 2005
[4] Diansheng Zhang. high-voltage transmission lines for electrical engineering design manual [M].

Conclusions The phenomenon of using shovels, buckets, baskets or trolleys to measure materials is plentiful in China, which has induced a lot of poor engineering.
Monitoring and timely adjusting formulation in fresh concrete are efficacious means of insuring engineering quality.
In: Proceedings of civil engineering[C].
Japan Civil Engineering Institute, 1976: 115-119.
(in Chinese) [3] Engineering Mechanics Research Institute, Chinese Academy of Science.

LI 1, b 1 Department of Civil Engineering, Taiyuan University of Technology79, Yingzexi Street, Taiyuan, 030024, China a496883713@qq.com, b 304440904@qq.com Key words: Rectangular tubular joints, Node, Finite element, Maximum load Abstract: In this article, through to the railway station of taiyuan a housing cover used in the welding space Rectangular tubular joints this engineering example, By using a large finite element software ANSYS to analyze the node, through the entity modeling, and use the given design load to theoretical analysis, two kinds of nodes to discuss security and rationality of these two kinds of nodes, the two nodes is obtained under different arrangement in chord combination, each member under the elastic phase and the maximum load value, provide certain data for subsequent node test support.
Conclusion This article by ANSYS finite element software to practical engineering of 8 #, 68 # nodes set up direct penetration welding space complex phase steel pipe node model, and USES the way of loading at the same time, the nodes in the stress process are analyzed, at the same time refer to the relevant literature, the following basic conclusion: The First: By 8 #, 68 # node modeling analysis, obtained for the same bar at the same time loading cases, the maximum of the applied load in elastic stage, provide the basis for laboratory test load.
Zhao:Steel pipe node performance-based design research status and key problems[J] .China Civil Engineering Journal 2007,40(11) [3] Hongkang.Zhao:A high school gym square steel tube truss roof structure design[J].Steel Construction 2010(10) [4] Jianping.Liu:The bearing capacity of the steel tube are node performance study[D].
China Civil Engineering Journal,2006,39(6)

Civil airport of our country after decades of construction and development, except the western part of the region, the airport's basic pattern has been formed.
References [1] Zhang Na, An Ran, The reseach of the route layout optimization of Mongolia western region, Transportation Engineering of Civil Aviation University of China, 2009
[2] The Planning and Development Department of Civil Aviation Administration of China, From statistic looking at the Civil Aviation, China Civil Aviation Press, 2011
[3] Civil Aviation Administration of China, The comments about further promoting the development of a number of small airports, Civil Aviation Administration of China, 2007
[4] Fang Gui Jin, Hub and spoke airline Structure and General Administration of Civil Aviation of China , International aviation, 2 (2000) 55-57

The modeling of the real building object by using the model of a two-layer beam of variable rigidity on an elastic basis ANDREEV Vladimir Igorevich1,a, BARMENKOVA Elena Vjacheslavovna2,b 1Moscow State University of Civil Engineering, Russia, 129337 Moscow, Yaroslavl highway, 26 2Moscow State University of Civil Engineering, Russia, 129337 Moscow, Yaroslavl highway, 26 aasv@mgsu.ru, belena_yurs@mail.ru Keywords: theory of elasticity, multilayer structures, a beam on an elastic basis, the joint calculation of structure, foundation and basis Abstract.
International Journal for Computational Civil and Structural Engineering.
XVIII Polish-Russian-Slovak Seminar «Theoretical Foundation of Civil Engineering».

North China Institute of Water Resources and Hydropower, Civil and traffic institute, Zhengzhou, Vol. 2 (2012),p28 -31
Engineering Mechanics, Vol. 21(1) (2004),p21-25
Northwestern Polytechnical University, College of Mechanics and Civil Engineering and Architecture Vol. 26 ( 2) (2007),p206-208
Research progress of the project structural damage identification method of the flexibility. 1.Shaoxing College of Arts and Sciences Department of Civil Engineering 2.
Zhengzhou University, Institute of Civil Engineering, Vol. 26 (01) (2011),p96-102.