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Приказ резултата 41-50 од 102
Long-term behavior of continuous girders made from precast elements
(TTEM journal / Tecnics Technologies Education Management, 2014)
Stability Calculation of the Plane Steel Frame Structures Using Tangent Modulus Theory
(Hindawi, 2023)
This paper considers the phenomenon of the instability of steel plane frame structures in the elastic-plastic domain. The numerical analysis uses FEM, where the corresponding stiffness matrices are based upon the trigonometric ...
Verification of deflection according to Eurocode 2
(Wiley-Blackwell, 2017)
Code provisions for a simplified check of the long-term deflection of concrete structures are generally developed for predefined values of the relevant input parameters. Deflection calculation may be of interest to account ...
Free vibration analysis of plate assemblies using the dynamic stiffness method based on the higher order shear deformation theory
(Academic Press, 2016)
This paper deals with the free vibration analysis of isotropic plate assemblies using the dynamic stiffness method (DSM) based on the Reddy's higher-order shear deformation theory (HSDT). Using the proposed method, the ...
Shear deformable dynamic stiffness elements for a free vibration analysis of composite plate assemblies - Part I: Theory
(Elsevier Ltd, 2017)
A procedure for developing the dynamic stiffness matrix of a completely free laminated composite plate based on the first-order (FSDT) and higher-order shear deformation theory (HSDT) is presented. The proposed method ...
Garden cultural heritage spatial functionalities: The case of anamorphosis abscondita at Vaux-le-Vicomte
(Elsevier Masson SAS, 2016)
This paper analyzes the phenomenon of spatial functionalities for garden cultural heritage design and the relationships between the sizes of the sections and elements of the baroque garden of Vaux-leVicomte and the specific ...
Auslegung von Stahlbetonrahmentragwerken mit Ausfachungen aus Ziegelmauerwerk (Teil 2) / Design of reinforced concrete enclosures infilled with clay block masonry (Part 2)
(Bauverlag BV GmbH, 2018)
Within the scope of the joint European project INSYSME, the German partners developed two systems - IMES and INODIS - for improving the seismic behaviour of masonry infilled reinforced concrete frames. The purpose of both ...
Three-dimensional stress analysis and design of cross-laminated timber panels using full-layerwise-theory-based finite element method
(Elsevier, 2020)
Cross-laminated timber (CLT) panels have an increasing market share and extensive application in civil engineering, as full size walls or light floor structures. Due to their low environmental impact, excellent thermal ...
Experimental testing of decoupled masonry infills with steel anchors for out-of-plane support under combined in-plane and out-of-plane seismic loading
(Construction and Building Materials, 2022)
Because of simple construction process, high energy efficiency, significant fire resistance and excellent sound isolation, masonry infilled reinforced concrete (RC) frame structures are very popular in most of the countries ...
An efficient model for 3D analysis of steel frames exposed to fire
(Elsevier, 2024)
The paper presents a nonlinear concentrated plasticity frame element for advanced analysis of steel frames exposed to elevated temperatures. The element extends the formulation based on the generalized plasticity material ...