Results 261 to 270 of about 15,019 (299)

Serviceability uncertainties in flat slabs

Structural Concrete, 2014
AbstractService load tests on the 6th floor of the full‐scale reinforced concrete building at BRE Cardington are described. Both deflections and reinforcement strains were measured. Finite element analyses of the floor slab were then undertaken using the measured material properties and four different models for the behaviour of the concrete in tension,
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EXHUMATION AND FOREARC DRAINAGE REORGANIZATION IN RESPONSE TO FLAT SLAB SUBDUCTION, PERUVIAN FLAT SLAB

Geological Society of America Abstracts with Programs, 2021
Sarah George, Nicholas D. Perez, Magdalena Ellis Curry, William Struble, Brian K. Horton   +4 more
openaire   +1 more source

Progressive collapse of RC flat slab substructures with unbonded posttensioning strands after the loss of an exterior column

Engineering Structures, 2021
Tao Yang
exaly  

Flat slab-column connections

Progress in Structural Engineering and Materials, 2000
Flat slabs are common structural elements for apartments, office and institutional buildings. Their weak point is the resistance against punching in the vicinity of the supporting columns. In this article the experimental evidence and the parameters that influence the shear resistance of two-way slabs are presented first.
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Flat slabs

2017
Charles E. Reynolds, James C. Steedman
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Aseismic ridge subduction focused late Cenozoic exhumation above the Peruvian flat slab

Earth and Planetary Science Letters, 2022
Sarah W M George, Nicholas D Perez, Magdalena Ellis Curry   +2 more
exaly  

CYLINDRICAL STRESS WAVES IN FLAT SLABS

The Quarterly Journal of Mechanics and Applied Mathematics, 1957
Davids, Norman, Kumar, Sudhir
openaire   +1 more source

Slab Rollback Versus Delamination: Contrasting Fates of Flat‐Slab Subduction and Implications for South China Evolution in the Mesozoic

Journal of Geophysical Research: Solid Earth, 2020
Liming Dai, Zhong-Hai Li, Hao Dong
exaly  

Discussion of “Moments in Flat Slabs”

Journal of the Structural Division, 1957
M. W. Huggins, W. L. Lin
openaire   +2 more sources

Design for Punching of Flat Slabs

2013
Punching, which may be suffered by two-dimensional (2D) reinforced-concrete (RC) structural elements (such as flat slabs, plates, footings, etc.) in regions under the action of concentrated load, is widely considered to be a ‘shear’ (non-flexural) type of failure.
openaire   +1 more source