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Yongda Wang

Publications and source records attributed to Yongda Wang.

3 recordsLinked to original sources

Nonparametric inference with massive data via grouped empirical likelihood

To address the computational issue in empirical likelihood methods with massive data, this paper proposes a grouped empirical likelihood (GEL) method. It divides $N$ observations into $n$ groups, and assigns the same probability weight to all observations within the same group. GEL estimates the $n\ (\ll N)$ weights by maximizing the empirical likelihood ratio. The dimensionality of the optimization problem is thus reduced from $N$ to $n$, thereby lowering the computational complexity. We prove that GEL possesses the same first order asymptotic properties as the conventional empirical likelihood method under the estimating equation settings and the classical two-sample mean problem. A distributed GEL method is also proposed with several servers. Numerical simulations and real data analysis demonstrate that GEL can keep the same inferential accuracy as the conventional empirical likelihood method, and achieves substantial computational acceleration compared to the divide-and-conquer empirical likelihood method. We can analyze a billion data with GEL in tens of seconds on only one PC.

stat.ME

Variational formulation of the Melan equation

The Melan beam equation modeling suspension bridges is considered. A slightly modified equation is derived by applying variational principles and by minimising the total energy of the bridge. The equation is nonlinear and nonlocal, while the beam is hinged at the endpoints. We show that the problem always admits at least one solution whereas the uniqueness remains open although some numerical results suggest that it should hold. We also emphasize the qualitative difference with some simplified models.

math.AP

Modeling suspension bridges through the von Kármán quasilinear plate equations

A rectangular plate modeling the deck of a suspension bridge is considered. The plate may widely oscillate, which suggests to consider models from nonlinear elasticity. The von Kármán plate model is studied, complemented with the action of the hangers and with suitable boundary conditions describing the behavior of the deck. The oscillating modes are determined in full detail. Existence and multiplicity of static equilibria are then obtained under different assumptions on the strength of the buckling load.

math.AP