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Home > ICCM2024, July 15th-18th, Virtual Conference > The 7th International Conference on Computational Methods (ICCM2016) > Presentations and Authors

Title Author contains is
Last name A B C D E F G H I J K L M N O P Q R S T U V W X Y Z All
Track: All Tracks Plenary Speaker & Thematic Plenary Speaker MS-000 General Papers MS-001 Theory and Formulation for Novel Computational Methods MS-002 Advanced Computational Modelling of Fracture and Damage MS-003 Modelling and Simulation on Nanomechanics MS-004 Computational Methods and Applications in Geoscience & Engineering MS-005 Medical Rapidprototyping and Tissue Engineering MS-006 Computational Methods in Engineering MS-007 Fracture Modeling in Functional and Multifield Smart Materials and Structures MS-008 Parallel and other high performance computing in the solution of partial differential equations MS-009 Computational Modelling of Multi-Uncertainty and Multi-Scale Problems MS-010 Particle Based Methods MS-011 Large Scale Coupled Problems and Related Topics MS-012 Multiscale and Multiphysics Modelling for Complex Materials MS-013 Orthopaedic Biomechanics and Mechano- Biology MS-014 Computational Modelling in Material Processing MS-015 Advanced Computational Methods in Underwater Acoustics MS-016 Reconstruction and Extrapolation of N-dimensional Data MS-017 Modelling and Characterisation of Mechanical Behaviour of Advanced Materials MS-018 Application and theory of mesh-free methods engineering and scientific problems MS-019 New Horizons in FEM Analysis for Mechatronics in the Medical Applications MS-020 Computational Methods for Intelligent Systems MS-021 Computational Methods for Internet, networks and Security MS-022 Software Development and Coding Techniques MS-023 Computational Methods for Big-Data MS-024 Computational Methods for Images, Graphics, and 4D-Data MS-025 Computational Methods for Business Operations MS-026 Numerical Modelling of Composite Structures Subjected to Extreme Loading Conditions MS-027 Computational Methods for Sound and Vibration MS-028 Phase-field Method: Theory, Algorithm and Application MS-029 Methods for Multi-Phase Flows MS-030 Computational Acoustics and Elastodynamics in Solids and Structures MS-031 Numerical modelling of solar enhanced combustion and gasification MS-032 DE-FEM and it's application MS-033 Fluid-Structure Interaction and Multiphysics Problems in Aerospace Engineering MS-034 Multiscale Modelling of Advanced Engineering Materials and Structures MS-035 Application of metaheuristic algorithms to structural design and analysis MS-036 Numerical methods for structural dynamics, control and health monitoring MS-037 Multilevel direct and iterative solvers for linear systems: theory and applications MS-038 Computational Biomechanics of Musculoskeletal Tissues MS-039 Advanced Computational Methods for Soft Matters MS-040 Multi-scale Computational Mechanics for Heterogeneous Materials MS-041 Advances in Simulation for Marine and Offshore Applications MS-042 Recent Advances In Meshfree and Particle Methods MS-043 Modeling and Simulation of Cellular Migration: from Molecules to Multiple Cells MS-044 Advances in the BEM and Other Related Mesh-Reduction Methods MS-045 Knowledge Based Artificial Intelligence Applied To Computer Aided Engineering MS-046 Smoothed Finite Element Methods: Theory and Applications MS-047 Innovative Techniques and their Applications to Fluid-Structure Interaction Problems MS-048 Advances in Numerical Methods for Multiple Inclusion Problems MS-049 Computational errors and their evaluation, from theory to engineering practice MS-050 Multiphysics Computation and Applications MS-051 Direct Methods: Computations and Applications MS-052 Numerical Methods in Financial Engineering and Risk Management MS-053 Stochastic Dynamic Analysis for Performance Based Engineering Approach MS-054 Failure and instabilities in soft materials and geomaterials MS-055 Structural uncertainty analysis and design MS-056 Modeling and Characterization of Nanocomposites MS-057 Advanced modelling and simulation of linear and nonlinear dynamic systems MS-058 Computational Methods for Model Reduction and its Engineering Applications MS-059 Theoretical and Computational Models for Additive Manufacturing MS-060 CFD of turbulence for applied, industrial, or environmental flows MS-061 Structural optimization methods and applications MS-062 Advanced Modeling and Simulation for Dynamics and Control MS-063 Computational modelling for environmental and water resources engineering applications MS-064 Structural damage by internal/external explosion MS-065 Inverse problems in Engineering MS-066 Uncertainty management approaches ​MS-067 Methods for complex material and structural systems

 

MS-000 General Papers

Modeling and simulating methods for the desiccation cracking
Sayako Hirobe, Kenji Oguni

MS-001 Theory and Formulation for Novel Computational Methods

An innovative approach to computational simulation of the functional characteristics of poroelastic materials illustrated with diffusion into articular cartilage
Jamal Kashani, Lihai Zhang, Yuantong Gu, Adekunle Oloyede

MS-004 Computational Methods and Applications in Geoscience & Engineering

High performance computing for liquefaction hazard assessment with statistical soil models
Jian Chen, Tomohide Takeyama, Hideyuki O-tani, Kohei Fujita, Muneo Hori

MS-006 Computational Methods in Engineering

Explicit Methods in Quasi-Static Analyses of Rubber-Like Materials
Sebnem Ozupek, Volkan Yurdabak

MS-010 Particle Based Methods

Invited: Transfer and pouring processes of casting by smoothed particle hydrodynamic method
Tamon Suwa, Masaki Kazama, Keita Ogasawara, Yasuhiro Maeda, Hiroaki Ito

Faster and Splitting-free Vorticity Redistribution
Matthias Kirchhart, Shinnosuke Obi

MS-011 Large Scale Coupled Problems and Related Topics

Keynote: The BDD-DIAG Preconditioner in Domain Decomposition Analysis for Magnetostatic Problems
Hiroshi Kanayama, Hongjie Zheng, Shin-ichiro Sugimoto, Masao Ogino

Keynote: An efficient implementation of parallel Scaled-BDD method for large-scale structural analysis
Masao Ogino

Finite element approach with unsteady bioheat equation for human skin burn injury
Abul Mukid Mohammad Mukaddes, Ryuji Shioya, Masao Ogino

Performance evaluation of data compression methods in linear static and dynamic finite element analysis
LIJUN LIU, Masao Ogino

MS-013 Orthopaedic Biomechanics and Mechano- Biology

Assigning Material Properties to Finite Element Models of Bone: A New Approach Based on Dynamic Behavior
Amir Ostadi Moghaddam, Mohammad J. Mahjoob, Ara Nazarian

MS-026 Numerical Modelling of Composite Structures Subjected to Extreme Loading Conditions

Damage and failure prediction in Alumina Tri-Hydrate/Epoxy core composite sandwich panels subjected to impact loads
morada Ghodratollah, Aymen Marouene, Rim Ouadday, Aurelian Vadean, Rachid Boukhili

MS-038 Computational Biomechanics of Musculoskeletal Tissues

Prediction of contact stress distribution after periacetabular osteotomy by finite element contact analysis
Xian Chen, Taro Mawatari, Fei Jiang, Junji Ohgi

MS-041 Advances in Simulation for Marine and Offshore Applications

Flow simulation around a rotating propeller with dynamic overset grid approach
Hiroshi KOBAYASHI, Kunihide Ohashi

MS-043 Modeling and Simulation of Cellular Migration: from Molecules to Multiple Cells

Invited: Rheotaxis of a sperm cell in shear flow near an infinite plane wall
toshihiro omori

MS-046 Smoothed Finite Element Methods: Theory and Applications

Keynote: F-bar aided edge-based smoothed finite element methods with 4-node tetrahedral elements for static large deformation hyperelastic and elastoplastic problems
Yuki Onishi, Ryoya Iida, Kenji Amaya

Performance Evaluation of Various Smoothed Finite Element Methods with Tetrahedral Elements in Large Deformation Dynamic Analysis
Ryoya IIDA, Yuki Onishi, Kenji Amaya

MS-051 Direct Methods: Computations and Applications

A comprehensive numerical simulation of steel-concrete composite beam incorporating compression failure of concrete
Mahendra Kumar Pal, Takuzo Yamashita, Tomoshi Miyamura, Makoto Ohsaki

MS-052 Numerical Methods in Financial Engineering and Risk Management

Efficient computation of the tangency portfolio by linear programming
Wlodzimierz Ogryczak

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width: 120px; height: 28px; border-radius: 4px; border: 0px; position: absolute; z-index: 9999; opacity: 1; cursor: pointer; background: white; text-align:left; font-family: Tahoma,Arial,Helvetica Neue,Helvetica,sans-serif; background-color: #fff; color: #333; } .swal2-icon-show-explainselected { border: none; } .swal2-container p { margin: 0 !important; } .explain-selected-button.explain-selected-text-selected-show-button { display: block !important; } .explain-selected-button.explain-selected-expanded { width: 400px; border: 0px; cursor: default; height: 350px; overflow: auto; box-shadow: rgba(15, 15, 15, 0.05) 0px 0px 0px 1px, rgba(15, 15, 15, 0.1) 0px 3px 6px, rgba(15, 15, 15, 0.2) 0px 9px 24px; } .explain-selected-button.explain-selected-circle:not(.explain-selected-expanded) { width: 35px; height: 35px; background: transparent; border-radius: 50%; opacity: 0.5; } .explain-selected-button.explain-selected-circle:not(.explain-selected-expanded):hover::before { content: ""; position: absolute; width: 35px; height: 35px; background-color: rgba(128, 0, 128, 0.5); border-radius: 50%; top: 50%; left: 50%; transform: translate(-50%, -50%); animation: explain-selected-growAndFade 2.0s ease-in-out; animation-iteration-count: infinite; } .explain-selected-button.explain-selected-circle:not(.explain-selected-expanded)::after { content: ""; position: absolute; width: 10px; height: 10px; background-color: rgb(128, 0, 128); top: 50%; left: 50%; transform: translate(-50%, -50%); border-radius: 50%; } .explain-selected-button.explain-selected-circle:not(.explain-selected-expanded):hover::after { width: 14px; height: 14px; } @keyframes explain-selected-growAndFade { 0% { width: 10px; height: 10px; opacity: 1; } 100% { width: 30px; height: 30px; opacity: 0; } } .explain-selected-button { display: none !important; width: 120px; height: 28px; border-radius: 4px; border: 0px; position: absolute; z-index: 9999; opacity: 1; cursor: pointer; background: white; text-align:left; font-family: Tahoma,Arial,Helvetica Neue,Helvetica,sans-serif; background-color: #fff; color: #333; } .swal2-icon-show-explainselected { border: none; } .swal2-container p { margin: 0 !important; } .explain-selected-button.explain-selected-text-selected-show-button { display: block !important; } .explain-selected-button.explain-selected-expanded { width: 400px; border: 0px; cursor: default; height: 350px; overflow: auto; box-shadow: rgba(15, 15, 15, 0.05) 0px 0px 0px 1px, rgba(15, 15, 15, 0.1) 0px 3px 6px, rgba(15, 15, 15, 0.2) 0px 9px 24px; } .explain-selected-button.explain-selected-circle:not(.explain-selected-expanded) { width: 35px; height: 35px; background: transparent; border-radius: 50%; opacity: 0.5; } .explain-selected-button.explain-selected-circle:not(.explain-selected-expanded):hover::before { content: ""; position: absolute; width: 35px; height: 35px; background-color: rgba(128, 0, 128, 0.5); border-radius: 50%; top: 50%; left: 50%; transform: translate(-50%, -50%); animation: explain-selected-growAndFade 2.0s ease-in-out; animation-iteration-count: infinite; } .explain-selected-button.explain-selected-circle:not(.explain-selected-expanded)::after { content: ""; position: absolute; width: 10px; height: 10px; background-color: rgb(128, 0, 128); top: 50%; left: 50%; transform: translate(-50%, -50%); border-radius: 50%; } .explain-selected-button.explain-selected-circle:not(.explain-selected-expanded):hover::after { width: 14px; height: 14px; } @keyframes explain-selected-growAndFade { 0% { width: 10px; height: 10px; opacity: 1; } 100% { width: 30px; height: 30px; opacity: 0; } } .explain-selected-button { display: none !important; width: 120px; height: 28px; border-radius: 4px; border: 0px; position: absolute; z-index: 9999; opacity: 1; cursor: pointer; background: white; text-align:left; font-family: Tahoma,Arial,Helvetica Neue,Helvetica,sans-serif; background-color: #fff; color: #333; } .swal2-icon-show-explainselected { border: none; } .swal2-container p { margin: 0 !important; } .explain-selected-button.explain-selected-text-selected-show-button { display: block !important; } .explain-selected-button.explain-selected-expanded { width: 400px; border: 0px; cursor: default; height: 350px; overflow: auto; box-shadow: rgba(15, 15, 15, 0.05) 0px 0px 0px 1px, rgba(15, 15, 15, 0.1) 0px 3px 6px, rgba(15, 15, 15, 0.2) 0px 9px 24px; } .explain-selected-button.explain-selected-circle:not(.explain-selected-expanded) { width: 35px; height: 35px; background: transparent; border-radius: 50%; opacity: 0.5; } .explain-selected-button.explain-selected-circle:not(.explain-selected-expanded):hover::before { content: ""; position: absolute; width: 35px; height: 35px; background-color: rgba(128, 0, 128, 0.5); border-radius: 50%; top: 50%; left: 50%; transform: translate(-50%, -50%); animation: explain-selected-growAndFade 2.0s ease-in-out; animation-iteration-count: infinite; } .explain-selected-button.explain-selected-circle:not(.explain-selected-expanded)::after { content: ""; position: absolute; width: 10px; height: 10px; background-color: rgb(128, 0, 128); top: 50%; left: 50%; transform: translate(-50%, -50%); border-radius: 50%; } .explain-selected-button.explain-selected-circle:not(.explain-selected-expanded):hover::after { width: 14px; height: 14px; } @keyframes explain-selected-growAndFade { 0% { width: 10px; height: 10px; opacity: 1; } 100% { width: 30px; height: 30px; opacity: 0; } } .explain-selected-button { display: none !important; width: 120px; height: 28px; border-radius: 4px; border: 0px; position: absolute; z-index: 9999; opacity: 1; cursor: pointer; background: white; text-align:left; font-family: Tahoma,Arial,Helvetica Neue,Helvetica,sans-serif; background-color: #fff; color: #333; } .swal2-icon-show-explainselected { border: none; } .swal2-container p { margin: 0 !important; }