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Probability Assessment of Analysis of High-Rise Buildings Seismic Resistance Juraj Králik1, a and Juraj Králik, jr.2,b 1Faculty of Civil Engineering STU in Bratislava, 813 68 Bratislava, Radlinského 11, Slovakia 2Faculty of Architecture STU in Bratislava, 812 45 Bratislava, Námestie slobody 19, Slovakia ajuraj.kralik@stuba.sk, bkralik@fa.stuba.sk Keywords: Probability, Accidental Torsion, Eccentricity, High Rise Buildings, Eurocode, SSI, ANSYS, RSM, SFEM.
Guide of the basis of structural reliability and risk engineering related to Eurocodes.
[6] Kala, Z., Sensitivity analysis of steel plane frames with initial imperfections, Engineering Structures, 33, 8, pp.2342-2349
Part Of Publication W.Chen, The Civil Engineering Handbook, CRC Press, W.F.Chen Ed. 1995, Clemson University, SC
Journal of Reliability Engineering &System Safety, Vol. 75, Pp. 1-16.

Al-Hadba minaret is characterized by its immensity and its height (about 55 m), it includes various architectural works of art (decorations and engravings on the outside body), as well as the ingenuity of civil engineering work (double spiral staircase).
Conclusions The current research focused on the experimental works that were carried out in the Geotechnical laboratory of Civil Eng.
Knutsson, Progress of Building Materials and Foundation Engineering in Ancient Iraq, Advanced Materials Research.
Khalil, Stability of Al-Hadba minaret a-parametric study, Journal of Engineering and Technology. 28 No 19 (2010)
Journal of Engineering and Technology.

Introduction Concrete has been widely used in civil engineering for years, due to its many merits such as high compressive strength, good durability, low cost and so on.
It has been a hot issue in engineering that how to effectively improve the crack resistance of concrete.
Test method The experiment is done according to Testing Code of Concrete for Port and Waterway Engineering (JTJ270-98) and judged by Specifications for Concrete Construction of Port and Waterway Engineering (JTJ268-96).
Application of Durafiber in Civil Engineering.
Experimental Study on Durability of Polypropylene Fiber Concrete Used in Pavement, Railway Engineering, 4, (2008), pp.103-104.

Fracture Test and Analysis of Notched Bars Fabricated from Q235 Steel at Room Temperature Wan-zhen Wang 1,2,a , Wu-feng Liu 2,b , Xin-tang Wang 1,c 1 Faculty of Architectural, Civil Engineering and Environment, Ningbo University, Ningbo315211, P.
China 2 School of Civil Engineering, Lanzhou University of Technology, Lanzhou 730055, P.
This extrapolation does not have sufficient experimental evidence for engineering materials under extremely large stresses.
Engineering Mechanics, 26(5): 27-31.
Fatigue & Fracture of Engineering Materials & Structures, 33(5), 310-319

Huda1,c 1Department of Civil Engineering, Institut Teknologi Sepuluh Nopember, Indonesia Email: atriwulan_marwan@yahoo.com, bjanuarti_je@yahoo.com , cdj_3n0t@yahoo.com Corresponding Author: Triwulan, Lecturer at Civil Engineering Department, Institut Teknologi Sepuluh Nopember, Kampus ITS Sukolilo, Surabaya, 60111, Indonesia Telp: +61-31-5931223 Fax: +62-31-5927650 Email:triwulan_marwan@yahoo.com Keywords:calcined Sidoarjo mud, pozzolan, alkaline activator, geopolymer Abstract.
“Sidoarjo Mud : a Potencial Cement Replacement Material” in JurnalCivil Engineering Dimension 12 ( 1 ) : 18-22. (2010) [3] Davidovits, J.
“Development and Properties of Low-Calcium Fly Ash-Based Geopolymer Concrete”, in Research Report GC1, Perth, Australia: Faculty of Engineering, Curtin University of Technology. (2005) [5] Karr MJ, Wiguna IPA, Widodo A.
R Rafiza and Y.Zarina “Microstructure of different NaOH molarity of fly ash based green polymeric cement” in Journal of Engineering and Technology Research Vol. 3(2), pp. 44-49, February (2011)Calcination Temperature Of The Kaolin And Molar Na2o/Sio2 Activator Ratio On Physical And Microstructural Properties Of Metakaolin Based Geopolymers” in Iranian Journal of Materials Science & Engineering Vol. 9, Number 4, December 2012

Hybrid Multi-Functional Buildings for Sustainable Development of Rural Areas BABENKO Maryna1,a*, SAVYTSKYI Mykola1,b, SCHMIDT Michael2,c VILČEKOVÁ Silvia3,d, KRÍDLOVÁ BURDOVÁ Eva3,e 1SHEI “Prydneprovska State Academy of Civil Engineering and Architecture”, Department of reinforced concrete and masonry structures, Chernyshevskogo st. 24A, Dnipro 49600, Ukraine 2Department of Environmental Planning, Brandenburg University of Technology Cottbus-Senftenberg, Erich-Weinert-Str. 1, 03046 Cottbus, Germany 3Technical University of Košice, Institute of Environmental Engineering, Vysokoskolska st., 4, Kosice, Slovak Republic ainterscience.psacea@gmail.com, bsav15@ukr.net, cmichael.schmidt@b-tu.de, dsilvia.vilcekova@tuke.sk, eeva.kridlova.burdova@tuke.sk Keywords: sustainable development, green construction, hybrid building, ecological building materials, agriculture waste recycling, energy flow balance, rural area, circular economy.
Building Concept for the Rural Area Today, architectures and engineers propose different functional design solutions for buildings with widespread implementation of energy-efficient equipment for renewable energy use.
Fig. 1 Conception of multidisciplinary approach for rural area infrastructure development [Developed by the authors] The presented concept is based on the optimal structural engineering for the Ukrainian rural area.
This construction solution has been developed on the basis of laboratory studies of thermal insulation characteristics of local renewable building materials of organic origin, carried out in SHEI “Prydneprovs`ka State Academy of Civil Engineering and Architecture” (Fig. 2).
Fig.6 General conception of hybrid building for Slobozhanskoe village [Developed by the authors] 1- Raw materials stock; 2- Dissemination section; 3 – Line for eco-buildings frame elements production with the laboratory; 4 – Engineering center of the energy production and distribution; 5 – Communication and logistic administrative office; 6 – Bureau of design of eco-buildings` elements; 7- Conference, presentations, meeting space; 8 – Staff rest area; 9 – Fragment of the complex installation for solar energy use (PV + helio panels) E – energy flow; M – materials flow; I – information flow.

A Case Study on Mode I Fracture Modeling of Concrete Xiao-Qin Li*, Bao-qi Chen and Ying-xian Li Faculty of Civil Engineering and Mechanics, Kunming University of Science and Technology, Kunming, China *Corresponding author.
Research report of Department of Civil Engineering, U.C.
[4] Li, X.Q., Chen, J.F., Lu, Y. and Y, Z.J. (2015), “Modelling Static and Dynamic FRP-Concrete Bond Behaviour”, Advances in Structural Engineering, vol.18 No.1,pp45-58
W. , Simons, D. (1997), “A plasticity concrete material model for DYNA3D”, International Journal of Impact Engineering Vol. 19, No. 9-10, pp.847-873
Aliabadi, M.H. (1995), “Crack growth analysis concrete using boundary element method”, Engineering Fracture Mechanics 51, pp.533–545

Delamination of GFRP Panels in Bridge Decks STANKIEWICZ Beata1 1Opole University of Technology, Faculty of Civil Engineering & Confucius Institute Proszkowska 76, 45-758 Opole, Poland ab.stankiewicz@po.opole.pl Keywords: Bridge structures, GFRP deck, pultruded GFRP material, mechanic of delamination.
Although bolted and bonded joints have their advantages and disadvantages, adhesively-bonded joints are preferred for permanent connections in civil engineering structures.
Composites Part B: Engineering, vol. 45., pp. 1234-1250
Structural Engineering International (2010), November, vol. 20, No. 4, p. 400-404
Engineering Fracture Mechanics 78 (2011) p. 2161-2173

Structural Order-Disorder Analysis of Thermally-Activated Water-Washed Kaolin Particles Using Fourier Transform Infrared Spectroscopy Shahrul Azwan SHAKRANI1,a*, Afizah AYOB1,b, Mohd Asri AB RAHIM1,c and Salina ALIAS2,d 1Faculty of Civil Engineering & Technology, Universiti Malaysia Perlis, 02600 Arau, Perlis, Malaysia 2School of Civil Engineering, College of Engineering, Universiti Teknologi MARA, Cawangan Pulau Pinang, 13500 Permatang Pauh, Pulau Pinang, Malaysia ashahrulazwan@unimap.edu.my, bafizah@unimap.edu.my, casrirahim@unimap.edu.my, dsalina346@uitm.edu.my *corresponding author Keywords: Calcination, Clay Minerals, FTIR, Kaolin, Structural Order Abstract.
In material science and engineering, calcination is a process of removing unwanted compositions in solids at very high temperatures in the absence of oxygen or air at the desired phase using thermal activation.
The authors would also like to thank the Faculty of Chemical Engineering & Technology (formerly known as the School of Bioprocess Engineering), Universiti Malaysia Perlis for providing the FTIR research facility.

Gu 3,d 1 Key Laboratory of Bridge-structure Engineering of the Ministry of Communication, Chongqing Jiaotong University, Chongqing 400074, China 2College of Civil Engineering, Nanjing Forestry University, Nanjing 210037, China 3 Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast University, Nanjing 210096, China awy78_seu@yahoo.com.cn, bg.wu@seu.edu.cn, czswu@mx.ibaraki.ac.jp，dgussds@yahoo.com.cn Keywords: Beam; FRP; FRP-steel Composite Tubes; Concrete; Flexural Behavior.
Introduction Because concrete-filled steel tubes (CFSTs) have many outstanding advantages, such as high bearing capacity, ductility, convenient construction and good seismic performance, the concrete-filled steel tube structures have been extensively researched and applied in civil engineering[1][2].
Acknowledgements The authors would like to acknowledge financial support from the Opening Foundation of Key Laboratory of Bridge-structure Engineering of the Ministry of Communication (No.CQSLBF- Y10-3), the Opening Project of Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education and the Opening Fund of Jiangsu Key Laboratory of Structure Engineering (No.ZD1005), Supplementary support was provided by the Natural Science Foundation of Jiangsu Province (No.
Mirmiran: Journal of Bridge Engineering, ASCE, Vol.11(3),(2006), p.359-370.