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Home > ICCM2024, July 15th-18th, Virtual Conference > The 8th International Conference on Computational Methods (ICCM2017) > 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 Lecture & Thematic Plenary Lecture MS-000 General Papers MS-001 Theory and Formulation for Novel Computational Methods MS-002 Continuum Damage Mechanics: Recent Developments and Applications MS-003 Adaptive numerical methods MS-004 Smoothed Finite Element Methods and Related Techniques MS-005 Numerical methods blending mesh-based and mesh-free technique MS-006 Modelling and Characterisation of Mechanical Behaviour of Advanced Materials MS-007 Numerical modelling of nonlinear transient phenomena MS-008 Algorithms, Software and Applications of Large-Scale Computation MS-009 Particle Based Methods MS-010 Methods for Multi-Phase Flows MS-011 Advanced Computational Methods in Underwater Acoustics MS-012 Computational Modeling for Cardiovascular Disease and Biological Applications MS-013 Advances in BEM and Other Mesh-Reduction Methods MS-014 Modelling and Simulation of Complex Systems MS-015 Fluid-Structure Interaction and Multiphysics Problems in Aerospace Engineering MS-016 Multiscale modelling of damage and fracture in quasi-brittle materials MS-017 Computational errors and their evaluation MS-018 Computational modeling and experimental characterization of soft tissues MS-019 Large Scale Coupled Problems and Related Topics MS-020 Microfluidics and Nanofluidics MS-021 Multi-scale Computational Mechanics for Heterogeneous Materials MS-022 Advanced modeling techniques and applications for polymer based additive manufacturing MS-023 Numerical modelling of fibre reinforced composites under impact and blast MS-024 Advanced Computational Methods for Soft Matters MS-025 Modelling and Simulation on Nanomechanics MS-026 Computational methods and design for impact and blast problems MS-027 Multiscale and Multiphysics Modelling for Complex Materials MS-028 Advanced Computational Methods for The Mechanical Modeling of Materials and Structures MS-029 Computational Methods in Engineering MS-030 Phase-field Method: Theory, Algorithm and Application MS-031 Reconstruction and Extrapolation of N-dimensional Data MS-032 Recent Advances in Meshfree and Particle Methods MS-033 Modelling and Simulation of Multifunctional Composite Materials MS-034 FEM Analysis for the Medical Applications by Cyclotron and ECR Ion source MS-035 Computational ship mechanics: theory, numerical methods and engineering applications MS-036 Immersed boundary method for fluid structure interaction MS-037 Nanoscale thermal transport and nanomechanics MS-038 Computational and experimental methods on additive manufacturing and related welding technologies MS-039 Modelling and Simulation of Vibroacoustics MS-040 New Trends in Smoothing Particle Hydrodynamics MS-041 Computational Methods in Acoustics and Elastodynamics MS-042 Numerical modelling methods and applications in renewable energy flows MS-043 Orthopaedic Biomechanics and Mechano-Biology MS-044 Structural optimization method and application MS-045 Computational Biomechanics MS-046 Advanced solution methods for nonlinear problems in engineering MS-047 DEM/FEM Couplling and its application MS-048 Numerical Analysis in Earthquake Engineering Geology MS-049 The prediction method for strength and fatigue behavior of composite materials MS-050 Advances in phase-field modeling of microstructural dynamics in advanced materials MS-051 Structural uncertainty analysis MS-052 Numerical Analysis of Materials and Structures in Safety MS-053 Damage modeling of engineering structures: from localized cracking to structural collapse MS-054 Coupled thermal-mechanical computation for high-temperature materials MS-055 Numerical Methods Based Unstructured Meshes and Their Applications in Engineering MS-056 Optimal design of smart structures for vibration control MS-057 Analysis and Design Methods of Building Structures Located in Earthquake Areas MS-058 Computational methods for dynamics of advanced materials and structures MS-059 Advances in Semi-analytical numerical methods MS-060 Computational Mechanics of Functional Materials and Structures MS-061 Structural integrity and fracture mechanics MS-062 Stochastic Modeling and Uncertainties in Computational Mechanics of Materials MS-063 Model and Simulation for Advanced Manufacturing MS-064 Particle Methods and Their Applications in Engineering MS-065 Computational Marine Hydrodynamics MS-066 State-of-the-art modeling on discrete element simulation MS-067 Computational methods in medicine and biology MS-068 Multi-Length Scale Modeling: from Finite Elements to Atoms and Electrons MS-069 Application of Smart Data in Offshore and Drilling MS-070 Advances in Numerical Methods for Multiple Inclusion Problems MS-071 Computational methods for finance MS-072 Computational methods for management MS-073 Computational fatigue and fracture mechanics performance MS-074 Fast Computational Methods for Structural Optimization and Design MS-075 Multiphyiscs and computational model of wearable and flexible devices MS-076 Advanced in numerical simulation based structural damage detection in Engineering MS-077 Engineering Inverse Problems: theory and numerical methods MS-078 Multiscale Modelling and Simulations of Advanced Engineering Material and Structures MS-100 Advanced Computations in Engineering Science (by invitation only) Publication On e-Proceedings Only

 

MS-000 General Papers

A new SPH iterative method for solving nonlinear equations
Rahmatjan Imin

MS-001 Theory and Formulation for Novel Computational Methods

A novel method to improve the multiple-scales solution of the forced strongly nonlinear oscillators
Hai-En Du, Guo-Kang Er, Vai Pan Iu

MS-004 Smoothed Finite Element Methods and Related Techniques

A stabilization method of F-barES-FEM-T4 for dynamic explicit analysis of nearly incompressible solids
Ryoya Iida, Yuki Onishi, Kenji Amaya

Accurate viscoelastic large deformation analysis using F-bar aided edge-based smoothed finite element method for 4-node tetrahedral meshes (F-barES-FEM-T4)
Yuki Onishi, Ryoya Iida, Kenji Amaya

MS-013 Advances in BEM and Other Mesh-Reduction Methods

Time-domain isogeometric boundary element method based on the convolution quadrature method for scalar wave propagation
Tsukasa Ito, Takahiro Saitoh, Tinh Quoc Bui, Sohichi Hirose

MS-014 Modelling and Simulation of Complex Systems

3D Nonlinear dynamical analysis of cable-stayed offshore structures
Kun Wang, Guo-Kang Er, Vai Pan Iu

MS-015 Fluid-Structure Interaction and Multiphysics Problems in Aerospace Engineering

Transport and Deposition in the Terminal Bronchioles of Large Scale 17-Generation Model
Mohammad S. Islam, Suvash C. Saha, Emilie Sauret, Yuantong Gu

Control of Energy Flow and Wave Propagation by Periodically Distributing Piezoelectric Materials with Identical Shunting Circuits
Yu FAN, Lin Li, Olivier Bareille, Mohamed Ichchou

MS-018 Computational modeling and experimental characterization of soft tissues

Calculation of unloaded configurations for finite element simulations of patient-specific geometries with application to human common carotid artery
Xuhui Li, Mikhail Itskov, Mahmood Jabareen

MS-019 Large Scale Coupled Problems and Related Topics

Development of a partitioned coupling analysis system for fluid-structure interactions using an ISPH code and the ADVENTURE system
Masao Ogino, Takuya Iwama, Mitsuteru Asai

MS-041 Computational Methods in Acoustics and Elastodynamics

2-D inverse scattering analysis for a defect in authentic stainless steels
Takahiro SAITOH, Yu INAGAKI, Akira FURUKAWA, Sohichi HIROSE

MS-057 Analysis and Design Methods of Building Structures Located in Earthquake Areas

Seismic design loads of truss arch frames supported by RC columns with ceilings subjected to vertical and horizontal earthquake motions
Koichiro Ishikawa

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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; }