NONLINEAR ANALYSIS AND EXPERIMENTAL BEHAVIOUR OF AN INNOVATIVE STEEL FRAME WITH REINFORCED CONCRETE INFILL WALLS

2016 ◽  
Author(s):  
Andrea Dall'Asta ◽  
Graziano Leoni ◽  
Francesco Morelli ◽  
Walter Salvatore ◽  
Alessandro Zona
Keyword(s):  
Reinforced Concrete ◽  
Nonlinear Analysis ◽  
Steel Frame ◽  
Infill Walls ◽  
Experimental Behaviour

An innovative seismic-resistant steel frame with reinforced concrete infill walls

2017 ◽  
Vol 141 ◽  
pp. 144-158 ◽  
Author(s):  
Andrea Dall'Asta ◽  
Graziano Leoni ◽  
Francesco Morelli ◽  
Walter Salvatore ◽  
Alessandro Zona
Keyword(s):  
Reinforced Concrete ◽  
Steel Frame ◽  
Resistant Steel ◽  
Infill Walls ◽  
Seismic Resistant

Computer Nonlinear Analysis of the Formation and Development of Cracks in a Reinforced Concrete Slab Loaded by a Planar Uniform Load

2014 ◽  
Vol 606 ◽  
pp. 229-232 ◽  
Author(s):  
Petr Tej ◽  
Vítězslav Vacek ◽  
Jiří Kolísko ◽  
Jindřich Čech
Keyword(s):  
Reinforced Concrete ◽  
Ground Water ◽  
Nonlinear Analysis ◽  
Concrete Slab ◽  
Lower Surface ◽  
Uniform Load ◽  
Reinforced Concrete Slab

The paper focuses on a computer nonlinear analysis of the formation and development of cracks in a concrete slab exposed to a uniform continuous load on the lower surface. The analysis is based on an actual example of the formation and development of cracks in a basement slab exposed to ground water buoyancy.

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