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Pre-tensioned cable braces are widely used as bracing systems in various structural typologies.
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This paper presents a topology optimization procedure for cable bracing of the hanging steel façade of a new museum in the United States.
The waist belt weighs about eight pounds and the cables, braces and footplates add about two more pounds to the total weight, at this point.
A cable-braced bridge was developed by German engineers at Cologne, Düsseldorf, and elsewhere in the 1950s and '60s; in this form a single tower at the midpoint supports the roadway by means of a number of cables.
Pre-tensioned-cable bracing systems are widely employed in structural engineering to limit lateral deflections and stabilize structures.
A cable-braced grid shell is a new type of single-layer latticed shell suitable for glass roofs.
The lamella cylinder cable-braced grid shell is the single-layer latticed structure, and therefore, stability is a key design factor.
Therefore, in this paper, a lamella cylinder cable-braced grid shell with imperfections is used to develop formulas to describe the buckling load based on the continuum analogy.
The major contributions of this paper include the formula for the linear buckling load of a lamella cylinder cable-braced grid shell with imperfections, which is deduced based on the continuum analogy.
A suitable configuration of the pre-tensioned-cable bracing systems in a structure is an important issue since the internal force distribution, emerging from the interaction with the existing structure, significantly affects the structural dynamic behavior.
Accordingly, the seismic behavior of cable zipper-braced frames with different pre-stress ratios is investigated.
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