Results 21 to 30 of about 469,727 (312)
The out-of-plane stress is sometimes the major or intermediate principal stress in a circular tunnel opening. The influences of the out-of-plane stress and axial strain are often neglected in the stability analyses of tunnel excavation, which can induce ...
Jinfeng Zou, Lu Liu, Mingyao Xia
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On the integral characterization of principal solutions for half-linear ODE
We discuss a new integral characterization of principal solutions for half-linear differential equations, introduced in the recent paper of S. Fisnarova and R. Marik, Nonlinear Anal. 74 (2011), 6427-6433.
M. Cecchi +3 more
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This study presents a nonlinear solution of vertical earth pressure against positive buried pipelines with three kinds of minor principal stress trajectories, such as the circular arc, the parabolic curve, and the rotation angle linearly changed.
ZHANG Chang-guang 1, 2, WU Kai 1, SUI Jian-hao 1
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Dynamics of Fractional Delayed Reaction-Diffusion Equations
The long-term behavior of the weak solution of a fractional delayed reaction–diffusion equation with a generalized Caputo derivative is investigated.
Linfang Liu, Juan J. Nieto
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Existence of a solution to the principal's problem [PDF]
This article deals with the existence of a solution to the Principal Agent Problem. Here we develops some basic results with the aid of Berge's Maximum Theorem. Also, a presentation of some interesting examples is given.
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Exact Solution Analysis of Strongly Convex Programming for Principal Component Pursuit
In this paper, we address strongly convex programming for principal component analysis, which recovers a target matrix that is a superposition of low-complexity structures from a small set of linear measurements.
Qingshan You, Qun Wan
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Families of Principal Solutions of Ordinary Differential Equations [PDF]
Let A(y, Dy, ..., D'y) = 0 be an algebraic differential equation belonging to Strodt's class (D) [1, p. 5], and let M be a principal monomial [1, ?66] for A = 0. In search for principal solutions of A = 0 (i.e., solutions which are M) one substitutes y = M(1 + z).
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Optimal Solutions for Sparse Principal Component Analysis
Revised journal version. More efficient optimality conditions and new examples in subset selection and sparse recovery.
Alexandre d'Aspremont +2 more
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In order to address the non-circular plastic boundary of rock circular tunnels under non-hydrostatic pressures, a simple complex variable function for the stress in an elastic zone is firstly introduced by using the analogy method.
ZHANG Changguang 1, 2, LI Zonghui 1, MENG Xiangzhong 1, WANG Xiaolun 1, LI Tianbin 2
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Weakly Increasing Solutions of Equations with p-Mean Curvature Operator
Globally positive unbounded solutions, with zero derivative at infinity, are here considered for ordinary differential equations involving the generalized Euclidean mean curvature operator.
Zuzana Došlá +2 more
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