Access the full text.
Sign up today, get DeepDyve free for 14 days.
John Karadelis, M. Omair (2001)
Elasto-plastic analysis with large deformation effects of a T-end plate connection to square hollow sectionFinite Elements in Analysis and Design, 38
B. Kiral, S. Erim (2005)
Prediction of fracture behavior of steel beam-to-column connections with weld defect using the SINTAPEngineering Structures, 27
K. Kuntiyawichai, F. Burdekin (2003)
Engineering assessment of cracked structures subjected to dynamic loads using fracture mechanics assessmentEngineering Fracture Mechanics, 70
(2000)
MCEER Multidisciplinary Center for Earthquake Engineering Research, Preliminary Report on Kobe, Japan
K. Tsai, Shuncheng Wu, E. Popov (1995)
Experimental Performance of Seismic Steel Beam-Column Moment JointsJournal of Structural Engineering-asce, 121
Kazuo Inoue, I. Kohzu, M. Tada, Eiji Tateyama, M. Tabuchi, M. Toyoda, M. Nakashima, Y. Maruoka, K. Morisako, K. Morita (1997)
Full-Scale Test on Plastic Rotation Capacity of Steel Wide-Flange Beams Connected with Square Tube Steel ColumnsIEEE Journal of Solid-state Circuits, 4
(2000)
Further thoughts on the relationship between toughness, workmanship and design for earthquake resistant structures
(1999)
Prediction of steel connection failure using computational fracture mechanics
(2001)
Properties of steel structures damaged
(2001)
Is fracture mechanics approach applicable to steel structures under seismic loading?
Kazuo Inoue, I. Kohzu, K. Suita, M. Tada, Eiji Tateyama, Tsuyoshi Tanaka, M. Nakashima, Y. Maruoka, F. Minami, K. Morita (1997)
Full-Scale Test on Plastic Rotation Capacity of Steel Wide-Flange Beams Connected with Square Tube Steel Columns:(Part 5 : Discussion on Fracture Property and Plastic Deformation Capacity), 4
(1995)
Fracture Mechanics, Fundamentals and Applications, CRC Press, USA
C. Matos, R. Dodds (2001)
Probabilistic modeling of weld fracture in steel frame connections. Part II: seismic loadingEngineering Structures, 24
(1997)
Effect of Strain Rate under Seismic Loading on Fracture Behaviors of Welded Structures, International Institute of Welding, San Francisco
A. Motarjemi, M. Koçak (2002)
Fracture assessment of a clad steel using various SINTAP defect assessment procedure levelsFatigue & Fracture of Engineering Materials & Structures, 25
(1998)
Ductile connection designs for welded steel moment frames
K. Azuma, Y. Kurobane, Y. Makino (2000)
Cyclic testing of beam-to-column connections with weld defects and assessment of safety of numerically modeled connections from brittle fractureEngineering Structures, 22
(1997)
Brittle fracture controlling factors under
E. Popov, N. Amin, J. Louie, R. Stephen (1985)
Cyclic Behavior of Large Beam-Column AssembliesEarthquake Spectra, 1
(1998)
Fracture mechanics analysis of damaged steel framed structures in recent earthquakes
This study concerns the development of steel structures so that the connections can deform plastically without brittle fracture during an earthquake. Under earthquake loads, welded beam-to-column connections containing crack-like defects in the weld region have been studied using 3-D nonlinear finite element analyses. The effect of the connection type used for a welded steel structure and of the dynamic loading nature on the stress-strain distribution has been examined, as well as the fracture behaviour of the whole structure. Nonlinear finite element analyses were repeated for various frequency values for the different loading cases in order to study the effect of the strain rate.
Advances in Structural Engineering – SAGE
Published: Aug 1, 2006
Read and print from thousands of top scholarly journals.
Already have an account? Log in
Bookmark this article. You can see your Bookmarks on your DeepDyve Library.
To save an article, log in first, or sign up for a DeepDyve account if you don’t already have one.
Copy and paste the desired citation format or use the link below to download a file formatted for EndNote
Access the full text.
Sign up today, get DeepDyve free for 14 days.
All DeepDyve websites use cookies to improve your online experience. They were placed on your computer when you launched this website. You can change your cookie settings through your browser.