This report presents a computational assessment of the performance
of steel gravity framing systems with single-plate shear (, shear
tab ) connections and composite floor slabs under column loss
scenarios. The computational assessment uses a reduced modeling
approach, while comparisons with detailed model results and
available experimental data are presented to establish confidence
in the reduced models. The reduced modeling approach enables large
multi-bay systems to be analyzed much more efficiently than the
detailed modeling approaches used in previous studies. Both
quasi-static and sudden column loss scenarios are considered, and
an energy-based approximate procedure for analysis of sudden column
loss is adopted, after verification through comparisons with direct
dynamic analyses, further enhancing the efficiency of the reduced
modeling approach. Reduced models are used to investigate the
influence of factors such as bay spacing, slab continuity, and the
mode of connection failure on the collapse resistance of gravity
frame systems. Simple equations for the rotational capacities of
the connections are derived as a function of a few parameters
including the span length and the connection depth. These equations
yield good agreement with computed rotational capacities of
connections both in bare steel assemblies (i.e., no slab) and in
composite floor systems, where composite action leads to reduced
rotational capacities. The reduced models are used to assess the
adequacy of current structural integrity requirements, and based on
the computational results, a new relationship is proposed between
the uniform load intensity and the tie forces required for collapse
prevention
General
Imprint: |
Createspace Independent Publishing Platform
|
Country of origin: |
United States |
Release date: |
February 2014 |
First published: |
February 2014 |
Authors: |
Nist
|
Dimensions: |
280 x 216 x 6mm (L x W x T) |
Format: |
Paperback - Trade
|
Pages: |
116 |
ISBN-13: |
978-1-4960-4447-1 |
Categories: |
Books >
Arts & Architecture >
Architecture >
General
|
LSN: |
1-4960-4447-9 |
Barcode: |
9781496044471 |
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