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However, most of research work reported in the literature is about the behavior of a rigid wall retaining a reinforced backfill, considering rigid foundations.
The chapter emphasizes that a joint design is very important in the houses of lightweight steel structures, by analyzing the behavior of a rigid and semi-rigid joint.
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This paper focuses on the bifurcation behaviors of a rigid rotor squeeze film damper system considering the effect of fluid inertia.
A stress modified critical strain (SMCS) failure criterion is used to model the rupture behavior of a notched rigid subsea jumper made from API X65 steel.
The current work investigates the experimental behavior of a horizontal rigid rotor interacting laterally with two types of backup bearings during run up testing.
The mechanical behavior of a random packing of rigid particles, in which interparticle contact forces follow the Coulomb friction law, is analyzed with the aim of establishing a link between the microscopic frictional behavior of contacts, the equilibrium of particles and the macroscopic plasticity of this material.
In this context, an experimental study is presented to investigate structural behavior of a type of semi-rigid interior beam-to-column connection.
The observed material behavior is discussed in terms of a rigid sphere model of the defect structure produced by lanthanum doping and the limitations of modeling this material behavior as a second-order phase transition are discussed.
Such a limitation is often coupled with uncertainty about the rigid behavior of a site represented in the residuals of the velocities defined in plate-fixed frames.
The results of this study show that this rehabilitation technique not only modifies the cyclic behavior of weak rigid connections and changes simple bolted connections into moment connections, but also it improves the behavior of the rehabilitated connections in a way that their behavior is more desirable than that of the reference rigid connection designed according to AISC.
This paper examines the influence of effects of sliding on the non-linear rocking response behavior of freestanding rigid objects (blocks) subjected to harmonic horizontal and vertical excitations.
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CEO of Professional Science Editing for Scientists @ prosciediting.com