Results 101 to 110 of about 14,808 (211)

Beam to concrete-filled rectangular hollow section column joints using long bolts [PDF]

open access: yes, 2015
peer reviewedThis paper presents a research on a specific type of unstiffened extended end-plate joint used to connect I-shaped beams to concrete-filled rectangular hollow section columns.
Demonceau, Jean-François   +2 more
core   +1 more source

Fatigue life of an anchored blind-bolt loaded in tension [PDF]

open access: yes, 2014
This paper investigates and reports on the fatigue behaviour of a novel blind-bolt system termed the Extended Hollo-bolt (EHB). The new blind-bolt is a modified version of the standard Lindapter Hollo-bolt, and its application relates to the construction
Barsom   +14 more
core   +3 more sources

Axial Compression Strength of High-strength Circular Hollow Concrete-filled Steel Tube Piles

open access: yesAxial Compression Strength of High-strength Circular Hollow Concrete-filled Steel Tube Piles
High-strength concrete-filled steel tube piles with a hollow core (HCFST piles) are used as foundations for medium- and high-rise buildings in Japan. These piles are manufactured in the factory with the centrifugal method using high-strength spun concrete (f'c> 80MPa), and have steel tube diameter-to-thickness ratio (D/ts) from 66 to 167.
openaire   +1 more source

The continuous strength method

open access: yes, 2008
Many of the principal concepts that underpin current metallic structural design codes were developed on the basis of bilinear (elastic, perfectly-plastic) material behaviour; such material behaviour lends itself to the concept of section classification ...
Gardner, L
core   +1 more source

NONLINEAR ANALYSIS OF WITH AND WITHOUT STIFFENERS OF HOLLOW AND CONCRETE FILLED STEEL TUBE COLUMN BY USING ABAQUS 6.10-1

open access: yesInternational Journal of Research in Engineering and Technology, 2015
The concrete filled steel tube(CFST) column has got many advantages compared with the reinforced concrete member. Concrete filled steel tube are frequently used for piers, deep foundation, caissons and columns etc because of their high compressive strength and stiffness. Analytical Study of Hollow Steel Tube With concrete filled of different grades and
openaire   +1 more source

Experimental investigation and development of design equation for circular hollow precast high-strength concrete-filled steel tube piles under uniaxial compressive loading

open access: yesExperimental investigation and development of design equation for circular hollow precast high-strength concrete-filled steel tube piles under uniaxial compressive loading
This study investigates the structural performance of circular hollow precast high-strength concrete-filled steel tube (H-HSCFST) piles under uniaxial compressive loading through extensive experimentation and development of novel design equations. The research tested 30 H-HSCFST specimens, varying critical parameters, including concrete compressive ...
Clarissa Jasinda   +5 more
openaire   +2 more sources

Post-impact response of rectangular hollow steel tubes: comparative study on partially and fully concrete-filled columns

open access: yesJournal of Engineering and Applied Science
This research conducts a numerical analysis of the post-impact response of rectangular hollow steel tubular columns with two different filling conditions: partially filled (PF) and fully filled (FF) with concrete.
Baojing Zhang, Xuebo Yan
doaj   +1 more source

Review of Research in the Field Study of the Stress-Strain State of Concrete-Filled Structures [PDF]

open access: yes, 2015
The paper presents an analytical review of the literature, which reflects the results of national and foreign scientific researches aimed to studying the features of the composition and dosage of components of self compacting concrete as one of the most ...
Garanzha, Igor, Ivorra, Salvador
core   +1 more source

Integrated behavioural analysis of FRP-confined circular columns using FEM and machine learning

open access: yesComposites Part C: Open Access
This study investigates the structural behaviour of double-skin columns, introducing novel double-skin double filled tubular (DSDFT) columns, which utilise double steel tubes and concrete to enhance the load-carrying capacity and ductility beyond ...
Liaqat Ali   +7 more
doaj   +1 more source

Conceptual design of thermal energy storage systems for near term electric utility applications. Volume 2: Appendices - screening of concepts [PDF]

open access: yes
Volume 2 of this 2 volume report is represented. This volume contains three appendices: (1) bibliography and cross references; (2) taxonomy - proponents and sources; and (3) concept ...
Berkowitz, B. J., Hare, R. C., Hausz, W.
core   +1 more source

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