An Experimental Investigation on the Ultimate Strength of Partially Infilled: Braced Steel Frames

2017 ◽  
Vol 99 (1) ◽  
pp. 1-9
Author(s):  
Shailendra Kumar Damodar Dubey ◽  
Sunil Y. Kute
Keyword(s):  
Experimental Investigation ◽  
Ultimate Strength ◽  
Steel Frames

EXPERIMENTAL INVESTIGATION ON WAIST-INDUCED SWAY COLLAPSE OF STEEL FRAMES

1982 ◽  
Vol 315 (0) ◽  
pp. 48-60
Author(s):  
Tsuneyoshi NAKAMURA ◽  
Osamu OHTA ◽  
Koji UETANI
Keyword(s):  
Experimental Investigation ◽  
Steel Frames

scholarly journals Experimental Investigation of Progressive Collapse of Steel Frames

2013 ◽  
Vol 01 (03) ◽  
pp. 33-38
Author(s):  
Kamel Sayed Kandil ◽  
Ehab Abd El Fattah Ellobody ◽  
Hanady Eldehemy
Keyword(s):  
Experimental Investigation ◽  
Progressive Collapse ◽  
Steel Frames

Experimental investigation of steel frames braced with symmetrical pairs of y-shaped concentric bracings

2011 ◽  
Vol 11 (2) ◽  
pp. 117-131 ◽  
Author(s):  
Sohail Majid Zamani ◽  
Abolhassan Vafaei ◽  
A. A. Aghakouchak ◽  
Chandrakant Desai
Keyword(s):  
Experimental Investigation ◽  
Steel Frames

Experimental study on the effect of flange geometry on the shear strength of reinforced concrete T-beams subjected to concentrated loads

2002 ◽  
Vol 29 (6) ◽  
pp. 911-918 ◽  
Author(s):  
Craig Giaccio ◽  
Riadh Al-Mahaidi ◽  
Geoff Taplin
Keyword(s):  
Experimental Study ◽  
Experimental Investigation ◽  
Shear Strength ◽  
Reinforced Concrete ◽  
Ultimate Strength ◽  
Failure Mechanisms ◽  
Shear Resistance ◽  
Strength Failure ◽  
Effective Depth ◽  
T Beam

This paper presents results of an experimental investigation into the effect of flange geometry on the shear strength of point-loaded, reinforced concrete T-beams. A procedure to normalise the ultimate strength and calculate a concrete contribution is implemented. This is used to discuss the effect of varying the ratio of flange width to web width and the ratio of flange depth to effective depth on the shear strength of a reinforced concrete T-beam. An increase in the ratio of flange width to web width is shown to produce an accompanying increase in the ultimate strength of a reinforced concrete T-beam, providing the ratio of flange depth to effective depth is above a certain minimum value. This increase in shear resistance with an increase in the ratio of flange width to web width continues until the flange is wide enough to allow formation of a failure mechanism whereby the load point punches through the flange.Key words: shear, T-beams, flange, reinforcing, strength, failure mechanisms.

Experimental Investigation of Beam-Through Steel Frames with Self-Centering Modular Panels

2017 ◽  
Vol 143 (5) ◽  
pp. 04017006 ◽  
Author(s):  
Wei Wang ◽  
Xinlong Du ◽  
Yunfeng Zhang ◽  
Yiyi Chen
Keyword(s):  
Experimental Investigation ◽  
Steel Frames

An Experimental Investigation of the Ultimate Strength of Stiffened Panels. Volume 1: Results and Analyses.

1997 ◽  
Author(s):  
Gregory J. White ◽  
Robert H. Vroman ◽  
David P. Kihl ◽  
Sara E. Mourning
Keyword(s):  
Experimental Investigation ◽  
Ultimate Strength ◽  
Stiffened Panels
Sign in / Sign up

Export Citation Format

Share Document