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Kirsanov, Analysis of the deflection of a strut-type lattice girder truss, Magazine of Civil Engineering. 57 (5) (2015) 58-65
Kirsanov, Analysis of the buckling of spatial truss with cross lattice, Magazine of Civil Engineering. 64 (4) (2016) 52-58
Kurchenko, Deformations of steel roof trusses under shock emergency action, Magazine of Civil Engineering. 73 (5) (2017) 3-13
Tusnina, Finite element analysis of crane secondary truss, Magazine of Civil Engineering. 77 (1) (2018) 68-89
Vatin, Fiber concrete for the construction industry, Magazine of Civil Engineering. 84 (8) (2018) 41-47

A New Test Setup for Experimental Test of RC Beams under Combined Shear and Torsion Sayed Behzad Talaeitaba1,a, Davood Mostofinejad2,b 1PhD Student of Civil Eng.
Isfahan University of Technology, IRAN 2Associate Professor, Civil Eng.
Studying the RC beams’ behavior, when they are exposed to combined shear and torsion is one of the most important problems in civil engineering which has been going on for half a century.

The full-recycled aggregate concrete was developed for the sustainable development in civil engineering, in which the coarse aggregate was the recycled aggregate made of abandoned concrete, and the fine aggregate was the machine-made sand.
Introduction Recycled coarse aggregate is made of the waste concrete from dismantled building structures or other civil engineering infrastructures.
Here, full-recycled aggregate concrete means that the aggregate of concrete was all of the recycled aggregate, and the fine aggregate was the machine-made sand which is another eco-building material for sustainable development in civil engineering.
Lan: Structural Engineers Vol. 20 No. 6 (2004), p53-58
Li: Journal of Hebei Mining and Civil Engineering Institute No. 1 (1997), p22-28

Emulational Analysis of Concrete Pouring in Steel-pipe Arch Rib of Fei Shuiya Bridge FAN Xiaochun School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan fxcfree@163.com Keywords: Fei Shuiya bridge, steel-pipe arch rib, concrete pouring, emulational calculation Abstract.
Based on sufficiently considering the principle of symmetrically loading rib concrete, the pouring process of concrete is calculated through MIDAS/Civil 6.71.
Simulation modeling The simulation calculation of whole process of concrete pouring for the arch rib is made by MIDAS/Civil 6.71.
Qiu. in: Solutions of Midas Civil Frequently Questions for Bridge Engineering.

The Spatial Block Stability Test in Variable Angles and Safety Evaluation WANG Jiang1, a, WANG Shuhong2, b, JIANG Lei 3, C, NI Yong 4, d 1School of Resource and Civil Engineering, Northeastern University, Shenyang, China 110819 2School of Resource and Civil Engineering, Northeastern University, Shenyang, China 110819 3School of Resource and Civil Engineering, Northeastern University, Shenyang, China 110819 4School of Resource and Civil Engineering, Northeastern University, Shenyang, China 110819 awangjiang.only@163.com, bshwangneu@126.com, ckdjianglei@126.com, d807821091@qq.com.
Joints information in specific rocky slope free face could be collected by modern untouched measure technology in engineering.
Introduction Plenty of engineering have been shown that rocky slopes stability largely depends on spatial rock masses which are incised by structural planes and free faces mutually.
Joints information in specific free face of rocky slope is collected by modern untouched measure technology in engineering.
Rock Mechanics and Rock Engineering, 2009, 42(2):229-258

Tap3,b 1PhD Candidate, Faculty of Civil Engineering, University Teknologi Malaysia, Johor, Malaysia 2 Assoc.
Dr.Department of Civil Engineering, Faculty of Civil Engineering, University Teknologi Malaysia, Johor, Malaysia 3Department of Mechanical Engineering, Faculty of Mechanical Engineering, University Teknologi Malaysia, Johor, Malaysia amp.rezaeian@yahoo.com, bmasine@fkm.utm.my Keywords: Safe house, shelter, tornado, In-fill wall, shear Wall Abstract.
“Nonlinear seismic behavior of RC frames with RC braces” Asian journal of civil engineering (building and housing) vol. 9, no. 6 (2008).pages 577-592
[10] ASCE 7-05, American Society of Civil Engineers, “Minimum Design Load for Buildings and Other Structures” section 2.4.1
[11] FEMA 361 “Design and Construction Guidance for Community Shelters” Section 3.2.2, Federal Emergency Management Agency July 2000 [12] ASCE 7-05, American Society of Civil Engineers, “Minimum Design Load for Buildings and Other Structures” section 6.5 (Method 2- Analytical procedure)

3）What is the theory to base the sustainability of these large-scale civil engineering projects?
The two methods are being used at the macro-level and civil engineering.
One is to take the civil engineering project as a part of an economic system.
[13] Hojjat Adeli, Sustainable Infrastructure Systems and Environmentally-Conscious Design—A View for the Next Decade, Journal of computing civil engineering , Vol. 16 No. 4(H2002), p. 231~233
Faber, Socio-economically sustainable civil engineering infrastructures by optimization, Structural Safety , 27(3)(H2005),p.187~229

Elongovan, HOD-Civil Dr.
Anbalagan, Prof, Civil Dr.
Anne Ligoria, Prof, Civil Prof.
Sellappa, Civil Prof.
Gowri, Prof, Civil Dr.

Blikharskyy1 1Faculty of Civil Engineering, Czestochowa University of Technology, 3 Akademicka Street, 42 - 200 Czestochowa, Poland 2Department of Highways and Bridges, Lviv Polytechnic National University, 6 Karpinskogo Street, 79013, Lviv, Ukraine 3Department of Building Constructions and Bridges, Lviv Polytechnic National University, 6 Karpinskogo Street, 79013, Lviv, Ukraine ajacek.selejdak@pcz.pl Keywords: carbon strips, crack resistance, CFRP, strengthening, RC columns.
References [1] Kos Ž, Dmitrović L G and Klimenko E 2017, Tehnički glasnik - technical journal 11 150-4 [2] Blikharskyy Z, Selejdak J, Blikharskyy Y and Khmil R 2019, System Safety: Human - Technical Facility – Environment 1 277-83 [3] Lobodanov M, Vegera P and Blikharskyy Z 2020 Advances in Resource-saving Technologies and Materials in Civil and Environmental Engineering in Proceedings of CEE 2019 – 2020, Lecture Notes in Civil Engineering Vol 47, ed Z Blikharskyy, P Koszelnik and P Mesaros (Cham:Springer) p 243 [4] Selejdak J, Khmil R and Blikharskyy Z 2018 The influence of simultaneous action of the aggressive environment and loading on strength of RC beams Matec Web of Conferences 183 10.1051/matecconf/201818302002 [5] Bobalo T, Blikharskyy Y, Vashkevich R and Volynets 2018 Bearing capacity of RC beams reinforced with high strength rebars and steel plate MATEC Web of Conferences 230 10.1051/matecconf/201823002003 [6] Bobalo T, Blikharskyy Y, Kopiika
N and Volynets M 2020 Advances in Resource-saving Technologies and Materials in Civil and Environmental Engineering in Proceedings of CEE 2019 – 2020, Lecture Notes in Civil Engineering Vol 47, ed Z Blikharskyy, P Koszelnik and P Mesaros (Cham:Springer) p 25 [7] Krainskyi P, Blikharskyy Y, Khmil R and Blikharskyy Z 2018 Experimental study of the strengthening effect of reinforced concrete columns jacketed under service load level Matec Web of Conferences 183 10.1051/matecconf/201818302008 [8] Krainskyi P, Blikharskyy Y, Khmil R and Vegera P 2018 Influence of loading level on the bearing capacity of RC columns strengthened by jacketing Matec Web of Conferences 230 10.1051/matecconf/201823002013 [9] Krainskyi P, Blikharskyy Y, Khmil R and Vegera P 2020 Advances in Resource-saving Technologies and Materials in Civil and Environmental Engineering in Proceedings of CEE 2019 – 2020, Lecture Notes in Civil Engineering Vol 47, ed Z Blikharskyy
Mater. 49 490-9 [12] Hadi M N S 2010, Australian Journal of Structural Engineering 10 169- 78 [13] Blikharskyy Z, Vashkevych R, P Vegera and Blikharskyy Y 2020 Advances in Resource-saving Technologies and Materials in Civil and Environmental Engineering in Proceedings of CEE 2019 – 2020, Lecture Notes in Civil Engineering Vol 47, ed Z Blikharskyy, P Koszelnik and P Mesaros (Cham:Springer) p 17 [14] Blikharskyy Z, Khmil R and Vegera P 2017 Shear strength of reinforced concrete beams strengthened by P.B.O. fiber mesh under loading Matec Web of Conferences 116 10.1051/matecconf/201711602006 [15] Selejdak J, Blikharskyy Y, Khmil R and Blikharskyy Z 2020 Advances in Resource-saving Technologies and Materials in Civil and Environmental Engineering in Proceedings of CEE 2019 – 2020, Lecture Notes in Civil Engineering Vol 47, ed Z Blikharskyy, P Koszelnik and P Mesaros (Cham:Springer) p 410 [16] Blikharskyy Z, Vegera P, Vashkevych R and Shnal
T 2018 Fracture toughness of RC beams on the shear, strengthening by FRCM system Matec Web of Conferences 183 10.1051/matecconf/201818302009 [17] Benzaid R and Mesbah H A 2013, Structural Engineering and Mechanics 46 111-135 [18] Blikharskyy Y, Khmil R and Blikharskyy Z 2018 Research of RC columns strengthened by carbon FRP under loading Matec Web of Conferences 174 10.1051/matecconf/201817404017 [19] Gajdosova K and Bilcik J 2013, Journal of Composites for Construction 17 239-48 [20] Olivova K and Bilcik J 2009, Slovak Journal of Civil Engineering 17 1-9 [21] Zhang Q, Mol’kov Y V, Sobko Y M, Blikhars’kyi Y Z and Khmil R E 2015, Materials Science 50 824-9

Influence of Width of Widened Part in Road Engineering Jinlong LIU1,a, Donglin WANG2,b 1Department of Civil Engineering, Hefei University, Hefei, China. 2School of Civil Engineering, Anhui Institute of Architecture & Industry, Hefei, China.
Based on the nonlinear finite element method, the basic characters of widened road engineering are studied.
Therefore, how to control the differential settlement and avoid longitudinal crack in widened road engineering is a key technical problem [4- 6].
In order to comprehend the deformation and failure mechanism of widened road engineering exactly, based on the nonlinear finite element method (FEM), a typical case of widened road engineering has been studied in this article, which aim to give some advices to correlative engineering.
The FEM model of embankment Now a typical widened road engineering is to be studied, with 20.0m width, 4.0 m height and slope ratio of 1:1.5, which will be widened to (20.0+2L) m width at both sides.