By Papadrakakis, Manolis
The expanding necessity to unravel complicated difficulties in Structural Dynamics and Earthquake Engineering calls for the advance of recent rules, cutting edge tools and numerical instruments for delivering actual numerical strategies in reasonable computing instances.
This ebook offers the most recent clinical advancements in Computational Dynamics, Stochastic Dynamics, Structural Dynamics and Earthquake Engineering in thirty-five self-contained contributions. the chosen cutting-edge chapters are revised and prolonged models of the papers that have been awarded as plenary, semi-plenary and keynote lectures on the thematic COMPDYN 2007 Conference.
This quantity will profit researchers and engineering execs engaged on structural dynamics, earthquake engineering and computational mechanics. Readers gets familiar with complicated computational tools and software program instruments, that could support them in tackling complicated difficulties in dynamic/seismic research and layout. furthermore, it is going to elevate the notice of significant program parts and the social effect of the clinical and technical fields involved.
Read Online or Download Computational Structural Dynamics and Earthquake Engineering: Structures and Infrastructures Book Series, Vol. 2 PDF
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Additional info for Computational Structural Dynamics and Earthquake Engineering: Structures and Infrastructures Book Series, Vol. 2
More specifically, his research work is related with finite element methods, reliability estimation and stochastic analysis, design optimization, soft computing applications and high performance computing. Dr. Charmpis has participated in several research projects funded by national or European Union sources focusing on computational methods for structural engineering applications. He has also experience from working in the private civil engineering sector in Greece. He has authored or co-authored several scientific publications, has served as XXXII Brief Curriculum Vitae of the Editors board member and special sessions organizer in a number of international conferences and is a reviewer of research articles for international journals.
Such information allows to estimate the failure probability. More details about the LS procedure can be found in Appendix A. 3 The issue of dimensionality By definition, the design point is the realization of the uncertain parameters with highest probability density in the failure domain (according to the probabilistic interpretation). Hence, in low dimensional spaces, it is expected that the vicinity of x∗ (inside the failure domain) will contribute significantly to PF . e. PF ) because the probability density function reaches its maximum.
Nonetheless, the intuitive concepts derived in low dimensional spaces may not be applicable when dealing with reliability problems involving a large number of dimensions. For a better understanding of the last point, the following performance function is considered: g(x) = 4 − x1 + 1 κ 2 d x2i (8) i=2 In Equation 8, κ denotes curvature and xi ∼ N(0, 1), i = 1, . . , d. e. x∗ = 4 0 . . 0 ∗ β = |x | = 4 T (9) (10) Note that the reliability index is constant, independent of the number of dimensions (d) and the curvature (κ).