Search results

Study on Finite Element Method for Simulating Seismic Behavior of New All-Bolted Semi-Rigid Connection Zhao Xin1, 2, a, Wu Mai1, 2, b, Chen Xiangshang1, 2, c and Wei Guang1, d 1 College of Civil Engineering, Hebei University of Technology, Tianjin, China, 300401 2 Civil Engineering Technology Research Center of Hebei Province, Tianjin, China, 300401 azhaoxintj@126.com, bwumaitj@126.com, ccxs0928@sina.com, dxiaaiyin@126.com Keywords: concrete-filled square steel tube, finite element analysis, semi-rigid connection, seismic behavior Abstract.

Chabaat2,b 1Department of Civil Engineering UFAS, Setif, Algeria. 2Built Environmental Research Laboratory, Civil Engineering Faculty, USTHBB.P 32 El Alia Bab Ezzouar16111 Algiers, Algeria.

Faruk Yükseler2, b 1Yildiz Technical University, Department of Civil Engineering, Davutpasa Campus, 34210, Esenler, Istanbul-Turkey. 2Department of Civil Engineering, Istanbul Kültür University, Ataköy Campus, E5 Karayolu Üzeri, 34156, Yenibosna, Istanbul-Turkey.

Skibniewski, “Decision criteria in contractor prequalification”, Journal of Management in Engineering ,4 (2),1988 , 148–164
,“Bid evaluation for UK public sector construction contractors”, Proceeding of The Institution of Civil Engineers, 1(88),1990, 91-105
J., “Qualifier-1: Contractor Prequalification Model”, Journal of Computing in Civil Engineering, 4 (1) ,1990, 77-90
Cozier, “QUALIFIER-2 — knowledge-based system for contractor prequalification”, Journal of Construction Engineering and Management-Asce, 116 (1) ,1990, 157–171
[9] Edyta Plebankiewicz, “Contractor Prequalification Model Using Fuzzy Sets”, Journal of Civil Eenineering and Managment, 15(4),2009, 377–385

Theoretical Analysis and Model Experimental Research on Single-layer Hyperbolic Paraboloid Latticed Shell Peng denga, Lai wangb, Na hanc Shandong Provincial Key Laboratory of Civil Engineering Disaster Prevention and Mitigation; Shandong University of Science and Technology, Qingdao 266510, China adengpeng1226@163.com, bwlkdtjxy@sin.com,celevenhanna@sohu.com Keywords: Crossed web bars, Scale model, Model test, Static analysis Abstract.
In addition, theory study and engineering application of single-and-double layer composite latticed shell were operated on gradually at home [5~7].
Because deformation of the model has gone far beyond the norms, strain recorded at this time has no engineering value.
China Civil Engineering Journal, Vol. 25 (1992) No. 6, 1992, p.10
China Civil Engineering Journal, Vol.34 (2001) No. 4, p.102

Modified Damage Assessment and Repair Design for Underpass Bridge Based on Fire Effect Zhonglong Li 1,2,3,a, Honglin Wu 1,2,b, Xiaodi Zhu 4,c, Hongjiang Gu 4,d, ZhenYu Liu 5,e, Tao Yin 6,f 1School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin, China, 150090 2Key Laboratory of Advanced Material and Intelligent Control Technology on Transportation safety, Ministry of Communication, China, 150090 3Postdoctoral Station of Mechanics，Harbin Institute of Technology，Harbin 150090，China; 4The Communications Research Institute of Liaoning Province, Shenyang, 110015, China; 5School of Civil Engineering, Southwest Jiao Tong University, Chengdu, 614202, China; 6China Railway Fifth Survey and Design Institute Group Co.
China Civil Engineering Journal，1995,28(6)：18-27.
Journal of Structural Engineering, 1999，125(10):1094-1099
Bridge engineering software midas Civil application engineering instance [M].

Fadhil Nuruddin1,c 1Civil Engineering Department, Universiti Teknologi PETRONAS, Bandar Seri Iskandar, 31750 Tronoh, Perak, Malaysia anasirshafiq@petronas.com.my, btehmina@neduet.edu.pk, cfadhilnuruddin@petronas.com.my Keywords:High strength concrete, Metakaolin, Compressive stress-strain, Predictive Models.
In general, the stress-strain behavior of HSC can be well predicted by using the model proposed by Lu and Zhao (2010); however, further refinement can be done to fully utilize the engineering properties of HSC.
Zhao, Empirical Stress-Strain Model for Unconfined High-Strength Concrete under Uniaxial Compression, Journal of Materials in Civil Engineering, 22 (2010) 1181-1186
Mansur, Stress-strain relationship of high-strength concrete in compression, Journal of Materials in Civil Engineering, 8 (1996) 70-76
Rafeeqi, Prediction of Compressive Strength of Plain Concrete Confined with Ferrocement using Artificial Neural Network (ANN) and Comparison with Existing Mathematical Models, American Journal of Civil Engineering and Architecture, 1 (2013) 7-14.

The experiment was carried out on the experimental platform of Civil Engineering Laboratory of Hebei University of technology.
Engineering Structures,2019,201
[10] Jing Zhou, Fangping He, Tian Liu.Curvature ductility of columns and structural displacement ductility in RC frame structures subjected to ground motions[J].Soil Dynamics and Earthquake Engineering, 2014,63:174-183
Deptartment of Civil & Environment Engineering.University of Washington, 2012:74-78
Civil architecture and environmental engineering, 2016,38 (01): 9-16

Recycled Concrete in Weak Acidic Environments JOSEPH Miquel1, a *, BOEHME Luc1,b, CORNELLY Christel2,c ANSEEUW Ian1,d, DECLERCQ Wouter1,e and VANDEWALLE Lucie3,f 1Department of Civil Engineering, Technology Cluster Construction, Faculty of Engineering Technology, KU Leuven, Ostend, Belgium 2Department of Civil Engineering, Technology Cluster Bioengineering, Faculty of Engineering Technology, KU Leuven, Ostend, Belgium 3Department of Civil Engineering, Division of Building Materials, Faculty of Engineering Science, KU Leuven, Leuven, Belgium amiquel.joseph@kuleuven.be, bluc.boehme@bwk.kuleuven.be, cchristel.cornelly@kuleuven.be, dian.anseeuw@bwk.kuleuven.be, ewouter.declercq@bwk.kuleuven.be, flucie.vandewalle@bwk.kuleuven.be Keywords: Acidic environment, recycling, durability.

Seismic Performance of Masonry Infilled RC Structures Via N2 Pushover Assessment Procedures: Outcomes Under Different Modeling Hypotheses of a Case Study CAVALERI Liborio1,a, DI TRAPANI Fabio1,b* and PAPIA Maurizio1,c 1 Department of Civil, Environmental, Aerospace and Materials Engineering.
Carter, A method for analysis for infilled frames, Proc. of Institution of Civil Engineers, Paper No.7218 (1969) 31-48
Mainstone, On the stiffness and strength of infilled frames, Proc. of Institution of Civil Engineers (IV), Paper 7360S (1971) 57–89
Mollaioli, Strength and Stiffness Reduction Factors for Infilled Frames with Openings, Earthquake Engineering and Engineering Vibrations 13-3 (2014) 437–54
Di Trapani, Prediction of the additional shear action on frame members due to infills, Bulletin of Earthquake Engineering, 13-5 (2015) 1425-1454