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Computational generation of free-form shells in architectural design and civil engineering
(Elsevier Science BvAmsterdamHolanda, 2010)
A computational model of non-geometrical shells generation
(Elsevier Sci LtdOxfordInglaterra, 2009)
A nonlinear quadrilateral thin flat layered shell element for the modeling of reinforced concrete wall structures
(Springer Netherlands, 2019)
In this article, a simple and accurate quadrilateral thin flat layered shell element formulation for the nonlinear analysis of reinforced concrete (RC) wall systems under static and cycling loads is presented. The 4 node ...
Permeability properties of lightweight self-consolidating concrete made with coconut shell aggregate
(Universidad de la Costa, 2020)
Design of concrete platforms offshore using the three-layer shell theory
(Univ Politecnica Catalunya, 2010-01-01)
The concrete offshore platforms, which are subjected a several loading combinations and, thus, requires an analysis more generic possible, can be designed using the concepts adopted to shell elements, but the resistance ...
Design of concrete platforms offshore using the three-layer shell theory
(Univ Politecnica Catalunya, 2010-01-01)
The concrete offshore platforms, which are subjected a several loading combinations and, thus, requires an analysis more generic possible, can be designed using the concepts adopted to shell elements, but the resistance ...
The interplay between event and background sedimentation and the origin of fossil-rich carbonate concretions: a case study in Permian rocks of the Paraná Basin, Brazil
(2015)
The Permian Serra Alta Formation was generated under transgressive conditionswithin a large, calm epeiric sea. A monotonous succession of ‘barren’, massive mud-stones deposited under oxygen-deficient conditions (mainly below ...
Design of concrete platforms offshore using the three-layer shell theory
(Univ Politecnica Catalunya, 2014)
DESIGN OF CONCRETE PLATFORMS OFFSHORE USING THE THREE-LAYER SHELL THEORY
(UNIV POLITECNICA CATALUNYA, 2010)
The concrete offshore platforms, which are subjected a several loading combinations and, thus, requires an analysis more generic possible, can be designed using the concepts adopted to shell elements, but the resistance ...