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Steel - concrete Composite Box Beam Linear Buckling Analysis Chong-yang Zhou 1, a*, Jian-rong Yang 1, b, Xiao-dong Yang1, c, Zheng-cong Lai1, d 1 Kunming University of Science and Technology, Department of Civil Engineering, Yunnan Kunming 650000, China a826331650@qq.com, bcarpenter_y@sina.com, c xiaodongyang@vip.sina.com,d lzckzs@163.com Keywords: Composite box girder; linear buckling analysis; longitudinal stiffeners; the overall stability; optimal design.
This article accordingly and with specific examples of engineering, steel - concrete composite box girder webs of longitudinal stiffeners structural stability were linear buckling analysis, longitudinal stiffeners and webs for a certain degree of optimization [7] .
China Civil Engineering Journal, 2012, 45(6): 110-122 [4] JTG D60-2004, General Code for Design of Highway Bridges and Culverts [S]
West-china Exploration Engineering, 2007, 19(2): 136-139

A Finite Element Based Analysis of Double Strap Bonded Joints with CFRP and Aluminium Hugo Biscaia1,a, João Cardoso2,b and Carlos Chastre3,c 1UNIDEMI, Department of Civil Engineering, FCTUNL, Quinta da Torre, 2829-516 Caparica, Portugal 2UNIDEMI, Department of Mechanical and Industrial Engineering, FCTUNL, Quinta da Torre, 2829-516 Caparica, Portugal 3CERIS, ICIST, Department of Civil Engineering, FCTUNL, Quinta da Torre, 2829-516 Caparica, Portugal ahb@fct.unl.pt, bjbc@fct.unl.pt, cchastre@fct.unl.pt Keywords: Finite element analysis; Bonded joints; CFRP; Aluminium; Interface; Double strap joint.
Silva: Composites Part B: Engineering Vol. 80 (2015), p. 246-259

Effect of Ferronickel Slag as Cementitious Material on Strength of Mortar Romy Suryaningrat Edwin1,a,*, Masykur Kimsan1,b, Irmawatty Paula Tamburaka2,c, Bambang Pramono3,d, Asminar Azis4,e, Philip Van den Heede5,f, Nele De Belie5,g, Elke Gruyaert6,h 1Department of Civil Engineering, Halu Oleo University, Kendari, Indonesia 2Department of Economics Development Studies, Halu Oleo University, Kendari, Indonesia 3Department of Information Technology, Halu Oleo University, Kendari, Indonesia 4Department of Electrical Engineering, Halu Oleo University, Kendari, Indonesia 5Ghent University, Magnel-Vandepitte Laboratory for Structural Engineering and Building Materials, Belgium 6KU Leuven, Department of Civil Engineering, Materials and Constructions, Ghent Technology Campus, B-9000 Ghent, Belgium aromy.edwin@uho.ac.id, bmasykur.kimsan@uho.ac.id, cirmatamburaka19@gmail.com, dbambang.pramono@uho.ac.id, easminar2000@gmail.com, fPhilip.VandenHeede@UGent.be, gNele.DeBelie@UGent.be

Hygric Properties of HPC with Natural Pozzolana KOŤÁTKOVÁ Jaroslava1,a *, ČÁCHOVÁ Monika2,b, KOŇÁKOVÁ Dana2,c, VEJMELKOVÁ Eva2,d 1Czech Technical University in Prague, Faculty of Civil Engineering, Experimental Centre, Thakurova 7, 166 26, Praha 6 Dejvice, Czech Republic 2Czech Technical University in Prague, Faculty of Civil Engineering, Department of Materials Engineering and Chemistry, Thákurova 7, 166 29 Prague 6, Czech Republic ajaroslava.kotakova@fsv.cvut.cz, bmonika.cachova@fsv.cvut.cz, cdana.konakova@fsv.cvut.cz deva.vejmelkova@fsv.cvut.cz Keywords: High-performance concrete, natural zeolite, open porosity, water vapour diffusion coefficient, water vapour diffusion resistance factor, absorption coefficient.
Černý, Engineering properties of concrete containing natural zeolite as supplementary cementitious material: Strength, toughness, durability, and hygrothermal performance, Cement and Concrete Composites 55 (2015) 259-267

Study on downburst wind field characteristics under mountainous terrain Haitao Shi1, a, Yuanze Wu1,Sun Yi1, Baifeng Ji2 1 School of Civil Engineering and Architecture, Wuhan University of Technology Wuhan, China, 430070 2 Hubei Key Laboratory of Roadway Bridge &Structure Engineering, Wuhan University of Technology Wuhan, China, 430070 a1559913750@qq.com Keywords:downburst; dimensional hillside;computational fluid dynamics;velocity pressure contours; Abstract.
From an engineering point of view for the structure of wind-resistant design, researching downburst wind field characteristics and ultimately determining a reasonable downburst wind profile is one of the core objectives of the study.
Downburst in the world caused a lot of damage to engineering structures .Melbourne [5] proposed in1972 that downburst should be incorporated into the consideration of the structural design wind load.
[5] Jongdae Kim,Horia Hangan.Numerical simulations of impinging jets with application to downdrafts[J].Journal of Wind Engineering and Industrial Aerodynamics,2007,95(4):279- 298

AL-SAFAR1,a, Prof.Ahlam K.R.Alzerjawi2,b 1&2University of Kufa, College of Engineering, Civil Engineering Department Najaf,, Iraq aCorresponding author: alsafar854@gmail.com bahlam.alzerjawi@uokufa.edu.iq Keywords: Rutting, Stripping, Moisture-induced damages, Road pavements, Asphaltic layers, Sisal fiber, Bio-based reinforcement, Fiber reinforcement, Asphalt mixtures, Tensile strength, Fatigue resistance, Crack propagation resistance, Pavement durability, Pavement engineering, Natural fibers, Fiber applications.
In light of these, civil engineering sectors such as road and railway applied sciences search for reinforcing from post-consumer waste, notwithstanding the explanation of forms recycled from the guy-to-garbage installation of geosynthetics [13].
IOSR Journal of Mechanical and Civil Engineering 17.5 (2020): 49-61. academia.edu [6] Zhao, J. and Wang, H.
International Journal of Pavement Engineering 24.2 (2023): 2024187.
International Journal of Pavement Engineering 22.1 (2021): 64-76. academia.edu [33] Singh, Sandeep, et al.

It is significant for freezing process and freezing units, optimum design of practical engineering.
Introduction Soil freezing is a common natural phenomenon, it is disserve for industrial and civil buildings of permafrost areas.
Using the finite difference prediction of soil freezing time may be right permafrost zone-based engineering and construction to withstand freeze-thaw cycles endurance and longevity study to predict, and thus the basis for the design of high-rise building theory.

PEER Report 2001(03), Pacific Earthquake Engineering Research Center, College of Engineering University of California Berkeley, 2001
Z, Nat Soc for Earthquake Engineering, 1980, 13(1): 22-26
Bulletin of New Zealand National Society for Earthquake Engineering, 1978, 11(4):282-294
World Earthquake Engineering.Vol.20.No.1.Mar.2004. 45-53.
(In Chinese) [11] Beijing Golden civil Software Technologies Ltd.

Comparative research on mechanical behavior of column-bracing system between fixed-ended and pin-ended column base Jinyou ZHAO1,2,a, Yaochun Zhang3,b, Xun Guo1 1Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China; 2College of Civil Engineering, Northeast Forestry University, Harbin 150040, China; 3School of Civil Engineering, Harbin Institute of technology, Harbin 150090, China ajinyou2000@163.com, bych-zhang@163.com Keywords: Column-bracing system; mechanical behavior; fixed-ended column base; pin-ended column base; initial imperfection; Monte Carlo method Abstract: In order to investigate the different mechanical behavior of column-bracing system between fixed-ended and pin-ended column base, a large number of column-bracing systems with fixed-ended and pin-ended column base were studied using the ANSYS program, in which random combination of the initial imperfections between columns and braces was well considered by the Monte Carlo method
Journal of Xi’an Institute of Metallurgy and Construction Engineering, Vol. 20 (1986), No.3.p. 363-370.

Analysis of building embodied energy and atmosphere impacts in China based on economic input-output life-cycle assessment model [J].China Civil Engineering Journal, 2011, 44(5): 136-143
A Method for Energy Efficient Assessment and Labeling of Residential Buildings [J].Architectural & Enviromental Engineering, 2010, 32(3): 105-112
Cost-benefit analysis of energy efficiency improvement of existing residential buildings in heating regions based on LCCA [J].China Civil Engineering Journal, 2011, 44(10):118-123
Journal of Engineering Management, 2011, 25(4): 454-457