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Load Carrying Capacity of Steel Arch Reinforcement Taking Into Account the Geometrical and Physical Nonlinearity Petr JANAS1,a, Lenka KOUBOVA1,b and Martin KREJSA1,c * 1VSB–Technical University of Ostrava, Faculty of Civil Engineering, Department of Structural Mechanics, Ludvika Podeste 1875/17, 708 33 Ostrava–Poruba, Czech Republic apetr.janas@vsb.cz, blenka.koubova@vsb.cz, cmartin.krejsa@vsb.cz Keywords: Steel Arch Reinforcements, Large Displacement, Geometrical Nonlinearity, Physical Nonlinearity, Effective Bending Stiffness, Rotation Capacity, Cross-Section Classes.
These profiles are significantly more complex from a geometric point of view than the profiles applied in steel constructions of buildings and civil engineering structures (e.g. [3, 6, 7]).
Janas, Nonlinear solution of steel arch reinforcement with influence of passive forces, Transactions of the VŠB – Technical University of Ostrava, Civil Engineering Series, Vol. 11, Issue 1 (2011) 1–6, ISSN 1804-4824, DOI: 10.2478/v10160-011-0012-0

Study on Hydration Degree of Portland Cement-slag Complex Binders Liu Rengguang1,2,a, Yan Peiyu1,b 1Key Laboratory Of Civil Engineering Safety And Durability Of China Education Ministry, Department Of Civil Engineering, Tsinghua University, Beijing 100084,China 2Institute Of Civil Engineering, Qingdao Agricultural University, Qingdao 266109, China alrg10@mails.tsinghua.edu.cn, byanpy@tsinghua.edu.cn Keywords: Slag; Reaction degree; Hydration heat; Chemically bound water Abstract.

Non-probabilistic Reliability of RC Bridge Retrofitted in Flexure with Externally Bonded Steel Plates Shijun Li1, a, Xuyong Chen2, b 1School of Civil Engineering & Mechanics, Huazhong University of Science and Technology, Wuhan 430074, China 2School of Environmental and Civil Engineering, Wuhan Institute of Technology, Wuhan 430074, China asjlihh2007@163.com, bcxy1314kl@126.com Keywords: retrofitted RC bridge, non-probabilistic reliability analysis, flexural strengthening, externally bonded steel plate, gradient projection method Abstract.
A engineering example demonstrates the effectiveness of the present analysis.
Zhou: Procedia Engineering, Vol. 14 (2011), p. 2133 [4] D.
Uysal: Structural Engineering and Mechanics, Vol. 44 (2012) p. 735 [6] Y.
Han et al.: Computer Methods in Applied Mechanics and Engineering, Vol. 200 (2011) p. 2528 [12] S.J.

The Equivalent Variation and Optimization Design of the Operating Mechanism of the Harvester Lei Lu1, a, Kang Luo1, b, Qiang Wang1,cand Hua Chen1 1 School of Mechanical Engineering and Automation, Xihua University, Chengdu Sichuan 610039, China a649872135@qq.com, bluoscit@163.com, cwq_py123@163.com Keywords: Operating Mechanism, Optimization, Equivalent Mechanism.
Consequently the local optimal solutions are worked out, resulting in a solution for the applied engineering problem.
As an important criterion in the evaluation of optimal design of engineering, the objective function can be established from different perspectives, which are based on the considerations of mechanical kinematics(position or track deviation, etc.)
Optimal design of mechanical engineering [M].
An Engineer's Guide to MATLAB: With Applications from Mechanical, Aerospace, Electrical, Civil, and Biological Systems Engineering, 3rd Edition [M].

How to prevent rutting has become the severe challenge faced by road engineering scholars.
Therefore, there is a long way to go for the academic of road engineering.
Journal of Wuhan University of Technology:Transportation Science & Engineering, 2006,30(6):969-972
Laboratory rut tests of bituminous mixture under low speed test wheel[J].China Civil Engineering Journal, 2010,43(10):130-134
China Civil Engineering Journal, 2011,44(6):143-147 [14] GUAN Hong-xin, LUO Zeng-jie.

Diamond wire sawing has been used for many applications in stone industries and civil engineering several decades ago.

Leach3 1 School of Civil and Environmental Engineering, The University of Adelaide, North Terrace, SA, 5005, Australia 2 VSL Australia Pty.
[7] American Society of Civil Engineers (ASCE): Design of blast resistant buildings in petrochemical facilities, ASCE, USA (1997)
Marks: Resistance against Explosive Loading of Ultra High Strength and Externally Bonded FRP Retrofitted RC Structural Members in Final Year Research Project Report, School of Civil and Environmental Engineering, the University of Adelaide, Australia (2007)

Mix design of hybrid high-volume fly ash alkali activated cement Oleksandr KOVALCHUK 1,a, Rostislav DROCHYTKA 2,b, Pavel KRIVENKO 1,c 1Scientific research institute for binders and materials of Kyiv National University of Civil Engineering (SRIBM), Povitroflotskii prosp, 31, 03680, Kyiv, Ukraine, Tel/Fax +38044 245 4830, 2Brno University of technology, Faculty of Civil Engineering,Veveri 331/95, 60200 Brno, Czech Republic Tel.: +420 541 147 501, Fax: +420 451 147 502 asahi@bigmir.net, bdrochytka.r@fce.vutbr.cz, cpavlo.kryvenko@gmail.com Keywords: hybrid cement, alkali activated cement, fly ash, structure formation Abstract Hybrid alkali activated cements based on fly ashes because of their structure and characteristics of phase composition are able to be used in different materials with the unique service properties.
PhD thesis. – Kyiv Nation university of Civil Engineering and architecture, 2013

Rajasekaran2,b 1Research Scholar, Department of Civil Engineering, National Institute of Technology Karnataka, Surathkal, Mangalore – 575025, India 2Assistant Professor, Department of Civil Engineering, National Institute of Technology Karnataka, Surathkal, Mangalore – 575025, India asumansaha.civil@gmail.com, bbcrajasekaran@nitk.ac.in Keywords: Slag, Geopolymer, Alkaline Solution, Standard Consistency, Setting Time, Compressive Strength Abstract.
Proceedings of Structural Engineering Convention- 2016, 21st – 23rd December, Chennai, India.(2016)

Development and Experimental Verification of Sliding Elements of Transparent Loggia Enclosures in High-Rise Building Boris Bielek1, a *, Daniel Szabó1, b and Dagmara Čeheľová1, c 1Slovak University of Technology in Bratislava, Faculty of Civil Engineering, Radlinského 11, 81005 Bratislava, Slovak Republic aboris.bielek@stuba.sk, bdaniel.szabo@stuba.sk, cdagmara.cehelova@stuba.sk Keywords: High-Rise Building, Aerodynamic Study, Transparent Loggia Enclosures, Experimental Verification, Pressure Chamber, Acoustic Camera.
The data obtained from the simulation was compared with data from the experimental measurement in the new atmospheric boundary layer wind tunnel in Central laboratories Faculty of Civil Engineering Slovak University of technology in Bratislava.
Development and Experimental Verification of Sliding Glazed Wall In cooperation with company Ingsteel Bratislava we developed test sample of sliding glazed wall that was subjected to testing in scientific laboratories of building physics and structures at the Faculty of Civil Engineering of the Slovak University of Technology in Bratislava.