A numerical model for nonlinear dynamic analysis of slender masonry structures
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Publication:864539
DOI10.1016/j.euromechsol.2006.02.005zbMath1105.74013OpenAlexW2054301405MaRDI QIDQ864539
Massimiliano Lucchesi, Barbara Pintucchi
Publication date: 9 February 2007
Published in: European Journal of Mechanics. A. Solids (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.euromechsol.2006.02.005
Nonlinear elasticity (74B20) Vibrations in dynamical problems in solid mechanics (74H45) Finite element methods applied to problems in solid mechanics (74S05) Numerical approximation of solutions of dynamical problems in solid mechanics (74H15)
Related Items (7)
The influence of deflections on the static and dynamic behaviour of masonry columns ⋮ On the dynamics of viscous masonry beams ⋮ A simple model for performing nonlinear static and dynamic analyses of unreinforced and FRP-strengthened masonry arches ⋮ On the dynamic behaviour of masonry beam-columns: an analytical approach ⋮ Dynamic behavior of a masonry civic belfry under operational conditions ⋮ Equilibrium problems and limit analysis of masonry beams ⋮ Masonry walls strengthened with composite materials - dynamic out-of-plane behavior
Cites Work
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- A constitutive equation and a closed-form solution for no-tension beams with limited compressive strength
- A damage model for masonry structures
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- A simple model for performing nonlinear static and dynamic analyses of unreinforced and FRP-strengthened masonry arches
- Constitutive equation and compatibility of the external loads for linear elastic masonry-like materials
- Use of incompatible displacement modes in a finite element model to analyze the dynamic behavior of unreinforced masonry panels
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