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A. Anahory Simoes and D. Martín de Diego acknowledge financial support from the Spanish Ministry of Science and Innovation, under grant PID2019-106715GB-C21 and the ‘‘Severo Ochoa Programme for Centres of Excellence’’ in R&D from CSIC, Spain (CEX2019-000904-S). S.
David Martín de Diego +2 more
exaly +5 more sources
A simplified method for estimating Newmark displacements of mountain reservoirs [PDF]
In the present article we propose a new simplified method for assessing the seismic performance of large mountain reservoirs. The pseudo-empirical regression model is established on the basis of decoupled dynamic analyses performed on 7 accelerograms applied to 33 structural and geotechnical configurations.
Guillaume Veylon +2 more
exaly +5 more sources
A contact‐stabilized Newmark method for dynamical contact problems [PDF]
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
An MPI Parallel Implementation of Newmark's Method
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
An improved method of Newmark analysis for mapping hazards of coseismic landslides [PDF]
Abstract. 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. Newmark's method is widely applied to assess the permanent displacement along a potential slide surface and model the coseismic response of ...
M. Zang +10 more
openaire +5 more sources
Numerical Modeling of the Casagrande Cup Test with Newmarks Method [PDF]
Makalah dipresentasikan pada Eight International Conference on Advances in Civil, Structural and Environmental Engineering - Asian Conference on Sustainability, Energy and the Environment. Institute of Research Engineers and Doctors, USA. Kuala Lumpur, 12-13 January 2019. p. 11-15.
Aswin Lim +2 more
openaire +1 more source
ABSTRACT Retaining walls are key geotechnical components of road infrastructure, whose seismic performance directly affects the resilience of transportation networks. Despite their importance, seismic fragility models for retaining walls available in the literature refer only to specific case studies.
Amendola C., Conti R., de Silva F.
wiley +1 more source
Explorations of a family of stochastic Newmark methods in engineering dynamics [PDF]
zbMATH Open Web Interface contents unavailable due to conflicting licenses.
Roy, D, Dash, MK
openaire +3 more sources
Development and Validation of a Seismic Design Method for Anchored Retaining Walls
ABSTRACT Retaining walls with multiple anchor levels are widely used as permanent excavation support systems for the construction of linear infrastructures. Yet, their seismic behaviour remains largely unexplored, and current design approaches rely on conventional procedures that do not adequately reflect the actual dynamic response of these systems ...
Luigi Callisto +2 more
wiley +1 more source

