Abstract In this note, some remarks on the modelling of a multi-degree-of-freedom system, a three-story shear-building structure, is presented. The modelling of a mechanical system is one of the most important aspects in engineering and physics, since is crucial for the understanding of the system. Besides, the model, if properly made, can be also useful to predict some phenomenon that might appear on the system itself and is unknown to researchers. In many situations, the system studied is simplified as a physical model, where the main characteristics regarding the dynamics of the system are defined, such as inertia and stiffness. This facilitates the obtainment of the mathematical model, which is used to obtain quantitative results that c...
The paper aims to investigate the accuracies of idealization methods of the well-known shear-buildin...
Summary This paper analyzes the properties of the dynamic behavior of two adjacent buildings of diff...
This thesis is focused on the structural behaviour of high-rise buildings subjected to transversal l...
Many engineering problems require geometric modeling and mechanical simulation of structures. Throug...
Many engineering problems require geometric modeling and mechanical simulation of structures. Throug...
Various models of the same multi-story structure have shown that a numerical model always has exhibi...
In this report, three different models in increasing order of complexity have been used to identify ...
An investigation is made of the effect of the flexibility of girders on the dynamic response of mult...
A simplified analysis of torsionally coupled multistorey buildings, suitable for use with microcompu...
The analysis of multi-storey frames by means of simplified models, introduced in the last century, i...
A multi-storey building is habitually modelled as a frame structure which neglects the shear wall/sl...
The dynamic behaviour of a block-like masonry system consisting of a lintel supported by two peers s...
A continuum model is developed to predict the response of multi-storey frames to dynamic excitations...
The dynamic behaviour of a block-like masonry system consisting of a lintel supported by two peers s...
The dynamic behaviour of a block-like masonry system consisting of a lintel supported by two peers s...
The paper aims to investigate the accuracies of idealization methods of the well-known shear-buildin...
Summary This paper analyzes the properties of the dynamic behavior of two adjacent buildings of diff...
This thesis is focused on the structural behaviour of high-rise buildings subjected to transversal l...
Many engineering problems require geometric modeling and mechanical simulation of structures. Throug...
Many engineering problems require geometric modeling and mechanical simulation of structures. Throug...
Various models of the same multi-story structure have shown that a numerical model always has exhibi...
In this report, three different models in increasing order of complexity have been used to identify ...
An investigation is made of the effect of the flexibility of girders on the dynamic response of mult...
A simplified analysis of torsionally coupled multistorey buildings, suitable for use with microcompu...
The analysis of multi-storey frames by means of simplified models, introduced in the last century, i...
A multi-storey building is habitually modelled as a frame structure which neglects the shear wall/sl...
The dynamic behaviour of a block-like masonry system consisting of a lintel supported by two peers s...
A continuum model is developed to predict the response of multi-storey frames to dynamic excitations...
The dynamic behaviour of a block-like masonry system consisting of a lintel supported by two peers s...
The dynamic behaviour of a block-like masonry system consisting of a lintel supported by two peers s...
The paper aims to investigate the accuracies of idealization methods of the well-known shear-buildin...
Summary This paper analyzes the properties of the dynamic behavior of two adjacent buildings of diff...
This thesis is focused on the structural behaviour of high-rise buildings subjected to transversal l...