논문제목 | 게재지 | 발표일시 |
Ultimate strength of austenitic stainless steel fillet-welded connections with weld metal fracture | THIN-WALLED STRUCTURES 116 (2017) 145–153 | 2017.7 |
ESTIMATION OF ULTIMATE STRENGTH IN SINGLE SHEAR BOLTED CONNECTIONS WITH ALUMINUM ALLOYS (6061-T6) | THIN-WALLED STRUCTURES Volume 101, April 2016, Pages 43–57 | 2016.4 |
Strength of channel bolted connection with austenitic stainless steel (304 type) | International Journal of Steel Structures 15(3): 719-731 | 2015.09.15 |
Ultimate Strength and Shear-Lag Effect of Aluminum Alloy (6063-T5) Bolted Angle Connections | International Journal of Precision Engineering and Manufacturing, Vol. 16, No. 7, pp. 1681-1684 | 2015.7 |
Experimental investigation on strength and curling influence of bolted connections in thin-walled carbon steel | Thin-walled structures | 2015.6 |
Investigation on Ultimate Strength and Failure Mechanism of Bolted Joint in Two different Aluminum Alloys | Materials and Design, | 2014.06 |
Mechanical Behaviours and Design Strengths of Single Shear Bolted Connections Fabricated with Aluminum Alloy 7075-T6 | Materials Research Innovations, ISSN | 2014.04 |
A Quadratic Hierarchical Bayesian Dynamic Prediction Model for Infrastructure Maintenance | Nonlinear Dynamics, ISSN :0924-090X | 2014.04 |
Structural Behaviors and Curling Influence of Single Shear Bolted Connections with Aluminum Alloys (7075-T6) | INTERNATIONAL JOURNAL OF PRECISION ENGINEERING AND MANUFACTURING Vol. 15, No. 1, pp. 179-183 | 2014.1 |
Discussion of “Ultimate Strength of Single Shear Two-bolted Connections with Austenitic Stainless Steel” | International Journal of Steel Structures, 13,3, 569–576 | 2013 .09 |
Ultimate strength of single shear two-bolted connections with austenitic stainless steel | International Journal of Steel Structures, 13, 1,117–128. | 2013 .03 |
Influence of Microstructure Difference of Stainless Steels on the Strength and Fracture of Bolted Connections, | ISIJ International (SCI) Vol.53 No.2 pp.365-374 The Iron and Steel Institute of Japan | 2013.02 |
Ultimate strength of single shear bolted connections with cold-formed ferritic stainless steel | JOURNAL OF ZHEJIANG UNIVERSITY-SCIENCE A Vol 24(2), 120-136 Journal of Zhejiang University-SCIENCE | 2013.02 |
Numerical investigation on strengthdesignandcurlingeffectof mechanically fastened joints in cold-formed austenitic stainless steel | Material and Design(SCIE) Vol 32, Issue7, 3942-3956 | 2011.8 |
The Finite Element Analysis on Ultimate Behavior of Thin-walled Carbon Steel Bolted Connections | Journal of Constructional Steel Research (SCIE) Vol 67, Issue7, 1086-1095 | 2011.7 |
Slip Coefficient in High Strength Bolted Joints Coated with Corrosion-Resistant Zn/Al Metal Spray Method | Materials and Manufacturing Processes(SCIE) Vol 26, No 1, 14-21 | 2011.1 |
Risk Assessments of Long-Span Bridges Considering Life-Cycle Cost Concept and Near-Fault Ground Motion Effect | International Journal of Steel Structures (SCIE), Vol 10, No 1, 51-63 | 2010.3 |
Fatigue Reliability Analysis for the Crack Propagation Compared with LRFD Specification | International Journal of Steel Structures(SCIE), Vol 10, No 1, 35-49 | 2010.3 |
Reliability Analysis of a Suspension Bridge Affected by Hydrogen Induced Cracking Based upon Response Surface Method | ISIJ International (SCI) Vol.49 No.9 pp.1414-1423 | 2009.9 |
Investigation on ultimate strength of thin-walled steel single shear bolted connections with two bolts using finite element analysis | Thin-Walled Structures (SCIE) No. Vol.47 pp.1191-1202 | 2009.11 |
Investigation on Mechanical Behaviors for Bolted Connections in Carbon Steel and in Stainless Steel Using FEM | ISIJ International (SCI) Vol.48 No.6 pp.851-860 | 2008.6 |
Prediction of Ultimate Behaviors in Cold-formed Steel Bolted Connection by the Introduction of Initial Geometric Imperfection in FE Modeling | ISIJ International (SCI) Vol.48 No.5 pp.671-680 | 2008.5 |
A Prediction Model for Hydrogen Induced Cracking in a Prestressed Wire with a Fracture Analysis | ISIJ International (SCI) Vol.48 No.4 pp.496-505 | 2008.4 |
Probabilistic risk assessment for the construction phases of a bridge construction based on finite element analysis | Finite Elements in Analysis and Design Vol.44 pp383-400 | 2008.4 |
A parametric study on ultimate strength of single shear bolted connections with curling | Thin-Walled Structures (SCIE) No.46 pp.38-53 | 2008.1 |
Numerical simulation and effect of curling on bolted connections in cold-formed stainless steel | ISIJ International (SCI) | 2007.6 |
Finite element modeling of bolted connections in thin-walled stainless steel plates under static shear | Thin-Walled Structures (SCIE) No.45 pp.407-421 | 2007.4 |
전체댓글
