Results 11 to 20 of about 2,004 (175)

An improved method of Newmark analysis for mapping hazards of coseismic landslides [PDF]

open access: yesNatural Hazards and Earth System Sciences, 2020
Coseismic landslides can destroy buildings, dislocate roads, sever pipelines, and cause heavy casualties. It is thus important but challenging to accurately map the hazards posed by coseismic landslides.
M. Zang   +10 more
doaj   +6 more sources

Elastic Buckling Loads of Fixed Frames By The Newmark Method

open access: yesElectronic Journal of Structural Engineering, 2020
A numerical method for the solution of the elastic stability of fixed frames is presented. The Newmark iterative procedure to perform elastic buckling analyses for isolated columns is extended for use in computing buckling loads and buckling modes in ...
A. Badir
doaj   +2 more sources

Buckling of Multi-Span Frames with Newmark Method

open access: yesElectronic Journal of Structural Engineering
The Newmark’s numerical method of computing deflections, moments and buckling loads of isolated columns is extended for the analysis of elastic buckling loads and buckling modes of prismatic and non-prismatic single story, multi-span frames with ...
Ashraf Badir
doaj   +2 more sources

An Extended Newmark-FDTD Method for Complex Dispersive Media [PDF]

open access: yesInternational Journal of Antennas and Propagation, 2018
Based on polarizability in the form of a complex quadratic rational function, a novel finite-difference time-domain (FDTD) approach combined with the Newmark algorithm is presented for dealing with a complex dispersive medium.
Yu-Qiang Zhang, Peng-Ju Yang
doaj   +2 more sources

Nonholonomic Newmark method

open access: yesCoRR, 2022
20 pages, 5 ...
Alexandre Anahory Simões   +3 more
openaire   +2 more sources

A contact‐stabilized Newmark method for dynamical contact problems [PDF]

open access: yesInternational Journal for Numerical Methods in Engineering, 2007
AbstractThe numerical integration of dynamical contact problems often leads to instabilities at contact boundaries caused by the non‐penetration condition between bodies in contact. Even an energy dissipative modification (see, e.g. (Comp. Meth. Appl. Mech. Eng. 1999; 180:1–26)), which discretizes the non‐penetration constraints implicitly, is not able
Deuflhard, Peter   +2 more
openaire   +2 more sources

Newmark-FDTD Formulation for Modified Lorentz Dispersive Medium and Its Equivalence to Auxiliary Differential Equation-FDTD with Bilinear Transformation

open access: yesInternational Journal of Antennas and Propagation, 2019
The finite-difference time-domain (FDTD) method has been popularly utilized to analyze the electromagnetic (EM) wave propagation in dispersive media. Various dispersion models were introduced to consider the frequency-dependent permittivity, including ...
Hongjin Choi   +3 more
doaj   +1 more source

Reduced-Order Model Based on Volterra Series for Aerodynamics of the Bridge Deck Section and Flutter Critical Wind Speed Prediction

open access: yesApplied Sciences, 2023
This study proposes a novel reduced-order model (ROM), based on the Volterra series, for the aerodynamic force of the bridge deck section. Moreover, the ROM of the aerodynamic force of the streamlined box girder section of the Great Belt East Bridge ...
Ziran Wei, Zhiwen Liu, Fawei He
doaj   +1 more source

An MPI Parallel Implementation of Newmark's Method

open access: yesComputer-Aided Civil and Infrastructure Engineering, 2000
The standard message-passing interface (MPI) is used to parallelize Newmark's method. The linear matrix equation encountered at each time step is solved using a preconditioned conjugate gradient algorithm. Data are distributed over the processors of a given parallel computer on a degree-of-freedom basis; this produces effective load balance between the
Ali Namazifard, I.D. Parsons
openaire   +1 more source

Seismic reliability analysis of soil slope based on Newmark sliding block model with representative slip surfaces and response surfaces

open access: yesEngineering Reports, 2023
This paper presents a framework combining Monte Carlo Simulation (MCS) and the Newmark sliding block model with representative slip surfaces (RSS) (model II) and multiple response surfaces method (MRSM) to conduct seismic reliability analysis and risk ...
Guangming Yu   +3 more
doaj   +1 more source

Home - About - Disclaimer - Privacy