1996
DOI: 10.1061/(asce)0733-9445(1996)122:8(873)
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Double-Layer Grids: Review of Static and Thermal Analysis Methods

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Cited by 11 publications
(3 citation statements)
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“…This assumption is valid for the structures with one second main vibration mode or less, but with longer periods in very soft structures, the effects of next vibration modes should also be considered in analysis. [5,6] In this method, performance point of structure is determined by crossing the capacity spectrum and suitable demand response spectrum which is decreased due to nonlinear effects. [3,4] …”
Section: Structural Capacity Determination and Capacity Spectrum Methodsmentioning
confidence: 99%
“…This assumption is valid for the structures with one second main vibration mode or less, but with longer periods in very soft structures, the effects of next vibration modes should also be considered in analysis. [5,6] In this method, performance point of structure is determined by crossing the capacity spectrum and suitable demand response spectrum which is decreased due to nonlinear effects. [3,4] …”
Section: Structural Capacity Determination and Capacity Spectrum Methodsmentioning
confidence: 99%
“…Flat DLG structures are defined as structures having two parallel layers of members in the horizontal plane forming top and bottom chords interconnected by inclined web members (Malla and Serrette, 1996) 1 .…”
Section: Introductionmentioning
confidence: 99%
“…Introduction to double-layer grids Double-layer grids (DLG) may be defined as spatial systems containing two parallel networks of members forming the top and bottom chords in form of tessellations, whose nodes are linked by vertical and/or inclined web members (Malla and Serrette 1996).…”
Section: Introductionmentioning
confidence: 99%