1.
|
In engineering problems, randomness and uncertainties are inherent. Robust design procedures, formulated in the framework of multi-objective optimization, have been propo [...]
|
2.
|
Modeling of reinforced concrete structures through the use of 3D detailed models derives significant numerical issues especially when dealing with large-scale meshes that [...]
|
3.
|
Due to high regularity across mesh elements of isogeometric analysis, this new method achieves higher accuracy per degree of freedom and improved spectrum properties, amo [...]
|
4.
|
Meshless methods have a number of virtues in problems concerning crack growth and propagation, large displacements, strain localization and complex geometries, among othe [...]
|
5.
|
In this paper a general formulation is proposed for the dynamic analysis of stochastic structures with uncertain material properties. A straightforward generalization of [...]
|
6.
|
Almost every real world problem involves simultaneous optimization of several incommensurable and often competing objectives which constitutes a multi-objective optimizat [...]
|
7.
|
Due to the eccentric setback nature of structures, torsional moments will be induced by a set of lateral loads on buildings. Although the effect on the response of reinfo [...]
|
8.
|
Retaining walls are used in many geotechnical engineering applications, e.g. supporting deep excavations, bridge abutments, harbor-quay walls, anchored retaining walls, e [...]
|
9.
|
The design of economic structures, strong enough to withstand without catastrophic failures all possible loads during their service life and to absorb the induced seismic [...]
|
10.
|
In this study a numerical calibration of the most widely accepted damage indices, for quantifying the extent of damage in reinforced concrete structures, is performed. In [...]
|