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51st annual meeting of ICBDSR: data that counts - transforming lives through birth defects surveillance. [PDF]

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Malherbe H   +5 more
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Optimum seismic design of steel framed‐tube and tube‐in‐tube tall buildings

Structural Design of Tall and Special Buildings, 2020
SummaryThe relatively large number of structural elements and the variety of design code requirements complicate the design process of tall buildings. This process is exacerbated when the target is to obtain the seismic code‐compliant optimal design with minimum weight.
Mohammad Sarcheshmehpour   +2 more
exaly   +2 more sources

Simple Method for Approximate Analysis of Framed Tube Structures

Journal of Structural Engineering, 1994
Framed tube structures are particularly suitable for tall buildings. They act primarily like cantilevered box beams and since they generally have much larger lateral dimensions than the internal shear wall cores, they are more effective in resisting the overturning moments of the lateral loads.
A K H Kwan
exaly   +3 more sources

Torsion of Frame-Tube Structures

Journal of the Structural Division, 1976
In an earlier paper, a method was presented for the simplified analysis of frame-tube structures under bending actions. By replacing the discrete structure by an equivalent orthotropic tube, and by making simplifying assumptions regarding the stress distributions in the structure, design curves were derived for rapid approximate analysis of the ...
Alexander Coull, Bishwanath Bose
openaire   +1 more source

Deflections of Framed-Tube Structures

Journal of the Structural Division, 1978
In two earlier papers a simplified method was presented for the analysis of the stress distribution in framed-tube structures subjected to bending and torsion. By replacing the discrete structure by an equivalent orthotropic tube, and making simplifying assumptions regarding the stress distributions in the structure, simple closed-form solutions were ...
Alexander Coull, Abdulla K. Ahmed
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Seismic behaviour of framed tubes

Earthquake Engineering & Structural Dynamics, 1975
AbstractA framed tube, consisting of closely spaced columns connected by deep spandrel beams, is designed in reinforced concrete for building code loads. The members of the frame are proportioned using strength concepts. A planar model of the tube is developed and its behaviour is compared to that of the three‐dimensional structure. The planar model is
James C. Anderson, German Gurfinkel
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Comparison of Tube Frame and Tube in Tube Frame Structures for Different Plan Configurations

2022
As time has passed, we have noticed that the population is steadily increasing, and the demand for a home is a basic human need, therefore instead of extending along the area, engineers have created vertical extension. As we begin to build the structures vertically upwards, lateral pressures will act on the reinforced concrete Frame. As a result, it is
Charan, Amanthagiri   +2 more
openaire   +1 more source

Simplified Analysis of Frame-Tube Structures

Journal of the Structural Division, 1975
A simplified method is presented for the analysis of framed-tube structures subjected to lateral loads. The rigidly jointed perimeter frame panels are replaced by equivalent orthotropic plates, whose properties are chosen to represent both the axial and shearing deformation characteristics of the frames. The force and stress distributions in the panels
Alexander Coull, Bishwanath Bose
openaire   +1 more source

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