「V2 Linear dynamics」の版間の差分

提供: オープンCAEWiki@関西 OpenCAE Wiki@Kansai
移動先: 案内検索
(ページの作成:「(V2.01.002) SDLD02 - mass-spring system with 8 degrees of freedom (V2.01.004) SDLD04 - Transient response of a mass-spring system subjected to an imposed acceleration (V2...」)
 
 
1行目: 1行目:
 
(V2.01.002) SDLD02 - mass-spring system with 8 degrees of freedom
 
(V2.01.002) SDLD02 - mass-spring system with 8 degrees of freedom
 +
 
(V2.01.004) SDLD04 - Transient response of a mass-spring system subjected to an imposed acceleration
 
(V2.01.004) SDLD04 - Transient response of a mass-spring system subjected to an imposed acceleration
 +
 
(V2.01.021) SDLD21 - mass-spring system with viscous damper with 8 dof
 
(V2.01.021) SDLD21 - mass-spring system with viscous damper with 8 dof
 +
 
(V2.01.022) SDLD22 – Transient analysis of a mass-spring system with a viscous damper with 8 dof
 
(V2.01.022) SDLD22 – Transient analysis of a mass-spring system with a viscous damper with 8 dof
 +
 
(V2.01.023) SDLD23 - System of masses and springs under random excitation
 
(V2.01.023) SDLD23 - System of masses and springs under random excitation
 +
 
(V2.01.025) SDLD25 - mass-spring system with viscous damper proportional (spectral response)
 
(V2.01.025) SDLD25 - mass-spring system with viscous damper proportional (spectral response)
 +
 
(V2.01.027) SDLD27 - mass-spring system with 8 degrees of freedom with non-proportional viscous damping (modal analysis)
 
(V2.01.027) SDLD27 - mass-spring system with 8 degrees of freedom with non-proportional viscous damping (modal analysis)
 +
 
(V2.01.029) SDLD29 - Transient 8 DOF spring mass and viscous damping disproportionate
 
(V2.01.029) SDLD29 - Transient 8 DOF spring mass and viscous damping disproportionate
 +
 
(V2.01.030) SDLD30 - seismic spectral response of a two masses and three springs supported multi-
 
(V2.01.030) SDLD30 - seismic spectral response of a two masses and three springs supported multi-
 +
 
(V2.01.031) SDLD31 - Validation elementary patterns in times of DYNA_NON_LINE
 
(V2.01.031) SDLD31 - Validation elementary patterns in times of DYNA_NON_LINE
 +
 
(V2.01.033) SDLD33 - seismic spectral response of a two masses - 4 multi-spring supported by two support groups decorrelated
 
(V2.01.033) SDLD33 - seismic spectral response of a two masses - 4 multi-spring supported by two support groups decorrelated
 +
 
(V2.01.034) SDLD34 - Release of a simple mass-spring
 
(V2.01.034) SDLD34 - Release of a simple mass-spring
 +
 
(V2.01.101) SDLD101 - simple oscillator under random excitation
 
(V2.01.101) SDLD101 - simple oscillator under random excitation
 +
 
(V2.01.102) SDLD102 - Under transitional structure: System 3-4 springs masses
 
(V2.01.102) SDLD102 - Under transitional structure: System 3-4 springs masses
 +
 
(V2.01.103) SDLD103 - Seismic Response of a three masses and four springs supported multi-
 
(V2.01.103) SDLD103 - Seismic Response of a three masses and four springs supported multi-
 +
 
(V2.01.104) SDLD104 - extrapolation of local measurements on a complete model (discrete)
 
(V2.01.104) SDLD104 - extrapolation of local measurements on a complete model (discrete)
 +
 
(V2.01.105) SDLD105 - response to an earthquake of a sytème mass-spring with static correction
 
(V2.01.105) SDLD105 - response to an earthquake of a sytème mass-spring with static correction
 +
 
(V2.01.301) SDLD301 - seismic spectral response of a two masses and three springs multi-support (correlated or uncorrelated excitations)
 
(V2.01.301) SDLD301 - seismic spectral response of a two masses and three springs multi-support (correlated or uncorrelated excitations)
 +
 
(V2.01.313) SDLD313 - mass spring system with 2 DOF hysteretic damping
 
(V2.01.313) SDLD313 - mass spring system with 2 DOF hysteretic damping
 +
 
(V2.01.320) SDLD320 - Transient response of a free system of three masses and two springs under harmonic excitation
 
(V2.01.320) SDLD320 - Transient response of a free system of three masses and two springs under harmonic excitation
 +
 
(V2.01.321) SDLD321 - transient dynamic response of a harmonic oscillator with variable damping
 
(V2.01.321) SDLD321 - transient dynamic response of a harmonic oscillator with variable damping
 +
 
(V2.01.325) SDLD325 - transient dynamic response of a damped mass-spring system with 2 DOF
 
(V2.01.325) SDLD325 - transient dynamic response of a damped mass-spring system with 2 DOF
 +
 
(V2.02.001) SDLL01 - simply supported short beam
 
(V2.02.001) SDLL01 - simply supported short beam
 +
 
(V2.02.002) SDLL02 - slender beam, clamped-free, folded on itself
 
(V2.02.002) SDLL02 - slender beam, clamped-free, folded on itself
 +
 
(V2.02.004) SDLL04 - slender beam on two supports, coupled with a mass-spring system
 
(V2.02.004) SDLL04 - slender beam on two supports, coupled with a mass-spring system
 +
 
(V2.02.006) SDLL06 - Transient response of a pole-free recessed
 
(V2.02.006) SDLL06 - Transient response of a pole-free recessed
 +
 
(V2.02.008) SDLL08 - Roasting plan beams (metal profiles)
 
(V2.02.008) SDLL08 - Roasting plan beams (metal profiles)
 +
 
(V2.02.009) SDLL09 - Vibration of a beam of slender rectangular variable (flush-free)
 
(V2.02.009) SDLL09 - Vibration of a beam of slender rectangular variable (flush-free)
 +
 
(V2.02.010) SDLL10 - variable rectangular beam (flush-recessed)
 
(V2.02.010) SDLL10 - variable rectangular beam (flush-recessed)
 +
 
(V2.02.011) SDLL11 - thin circular ring free-free
 
(V2.02.011) SDLL11 - thin circular ring free-free
 +
 
(V2.02.014) SDLL14 - Modes of vibration of a thin pipe elbow
 
(V2.02.014) SDLL14 - Modes of vibration of a thin pipe elbow
 +
 
(V2.02.015) SDLL15 - slender beam, clamped-free, with eccentric mass or inertia
 
(V2.02.015) SDLL15 - slender beam, clamped-free, with eccentric mass or inertia
 +
 
(V2.02.023) SDLL23 - Built-free beam subjected to an earthquake (spectral response)
 
(V2.02.023) SDLL23 - Built-free beam subjected to an earthquake (spectral response)
 +
 
(V2.02.100) SDLL100 - transient dynamic response of a beam in simple tension
 
(V2.02.100) SDLL100 - transient dynamic response of a beam in simple tension
 +
 
(V2.02.101) SDLL101 - Vibration of a beam with prestress
 
(V2.02.101) SDLL101 - Vibration of a beam with prestress
 +
 
(V2.02.102) SDLL102 - Portico subject to electrodynamic forces
 
(V2.02.102) SDLL102 - Portico subject to electrodynamic forces
 +
 
(V2.02.104) SDLL104 - primary and secondary structures subjected to random excitation
 
(V2.02.104) SDLL104 - primary and secondary structures subjected to random excitation
 +
 
(V2.02.105) SDLL105 - pipe subjected to random excitation source fluid
 
(V2.02.105) SDLL105 - pipe subjected to random excitation source fluid
 +
 
(V2.02.106) SDLL106 - beam subject to distributed random excitation
 
(V2.02.106) SDLL106 - beam subject to distributed random excitation
 +
 
(V2.02.107) SDLL107 - Calculation transition of a beam under random excitation
 
(V2.02.107) SDLL107 - Calculation transition of a beam under random excitation
 +
 
(V2.02.108) SDLL108 - "coffee table" of NEUBERT
 
(V2.02.108) SDLL108 - "coffee table" of NEUBERT
 +
 
(V2.02.109) SDLL109 - Recipe of the reversal of the code by GC-LICE Code_Aster restricted access
 
(V2.02.109) SDLL109 - Recipe of the reversal of the code by GC-LICE Code_Aster restricted access
 +
 
(V2.02.110) SDLL110 - long beam cantilever overhang under fluid-elastic excitations and turbulent: ANL tests restricted access
 
(V2.02.110) SDLL110 - long beam cantilever overhang under fluid-elastic excitations and turbulent: ANL tests restricted access
 +
 
(V2.02.112) SDLL112 - Seismic analysis of multi-supported beam (spectral response)
 
(V2.02.112) SDLL112 - Seismic analysis of multi-supported beam (spectral response)
 +
 
(V2.02.113) SDLL113 - Sub-structuring transitional dynamics: a simple beam in tension
 
(V2.02.113) SDLL113 - Sub-structuring transitional dynamics: a simple beam in tension
 +
 
(V2.02.115) SDLL115 - Structure subject to fluid excitation forces and moments like one-time restricted access
 
(V2.02.115) SDLL115 - Structure subject to fluid excitation forces and moments like one-time restricted access
 +
 
(V2.02.116) SDLL116 - beam subjected to turbulent excitation spread restricted access
 
(V2.02.116) SDLL116 - beam subjected to turbulent excitation spread restricted access
 +
 
(V2.02.117) SDLL117 - beam subject to multiple areas of fluid-elastic excitations and random transverse restricted access
 
(V2.02.117) SDLL117 - beam subject to multiple areas of fluid-elastic excitations and random transverse restricted access
 +
 
(V2.02.118) SDLL118 - beam subject to axial excitation fluide_élastique
 
(V2.02.118) SDLL118 - beam subject to axial excitation fluide_élastique
 +
 
(V2.02.119) SDLL119 - Beam-beam excitation in fluid-elastic axial
 
(V2.02.119) SDLL119 - Beam-beam excitation in fluid-elastic axial
 +
 
(V2.02.120) SDLL120 - Tube under excitation axial fluid-elastic damping fluid at rest restricted access
 
(V2.02.120) SDLL120 - Tube under excitation axial fluid-elastic damping fluid at rest restricted access
 +
 
(V2.02.121) SDLL121 - Beam tube with a grid under excitation axial fluid-elastic restricted access
 
(V2.02.121) SDLL121 - Beam tube with a grid under excitation axial fluid-elastic restricted access
 +
 
(V2.02.123) SDLL123 - Frequency of a shaft with simplified gyroscope
 
(V2.02.123) SDLL123 - Frequency of a shaft with simplified gyroscope
 +
 
(V2.02.124) SDLL124 - Campbell Diagram of a beam with 3 discs submitted to the gyroscope
 
(V2.02.124) SDLL124 - Campbell Diagram of a beam with 3 discs submitted to the gyroscope
 +
 
(V2.02.125) SDLL125 - Campbell Diagram of a beam with 2 discs and 2-stage non-symmetrical
 
(V2.02.125) SDLL125 - Campbell Diagram of a beam with 2 discs and 2-stage non-symmetrical
 +
 
(V2.02.126) SDLL126 - Transient response of a beam with three rotating disks subject to the gyroscope
 
(V2.02.126) SDLL126 - Transient response of a beam with three rotating disks subject to the gyroscope
 +
 
(V2.02.127) SDLL127 - Shaft with rotor circular section variable
 
(V2.02.127) SDLL127 - Shaft with rotor circular section variable
 +
 
(V2.02.128) SDLL128 - Line of trees with characteristics of levels depending on the speed
 
(V2.02.128) SDLL128 - Line of trees with characteristics of levels depending on the speed
 +
 
(V2.02.130) SDLL130 - Seismic Response of a reinforced concrete beam (rectangular) to linear behavior
 
(V2.02.130) SDLL130 - Seismic Response of a reinforced concrete beam (rectangular) to linear behavior
 +
 
(V2.02.131) SDLL131 - Calculation of seismic pipe VVP. Aster-comparison SYSPIPE restricted access
 
(V2.02.131) SDLL131 - Calculation of seismic pipe VVP. Aster-comparison SYSPIPE restricted access
 +
 
(V2.02.132) SDLL132 - Methods associated with a frame beams multi-fiber
 
(V2.02.132) SDLL132 - Methods associated with a frame beams multi-fiber
 +
 
(V2.02.133) SDLL133 - Calculation of prestressed normal modes of a bladed wheel restricted access
 
(V2.02.133) SDLL133 - Calculation of prestressed normal modes of a bladed wheel restricted access
 +
 
(V2.02.134) SDLL134 - Connors method to analyze the vibrational behavior of tubes GV restricted access
 
(V2.02.134) SDLL134 - Connors method to analyze the vibrational behavior of tubes GV restricted access
 +
 
(V2.02.135) SDLL135 - Dynamic Response of a beam-pipe built-Free
 
(V2.02.135) SDLL135 - Dynamic Response of a beam-pipe built-Free
 +
 
(V2.02.137) SDLL137 - Modification of a structural beam
 
(V2.02.137) SDLL137 - Modification of a structural beam
 +
 
(V2.02.140) SDLL140 - Calculation of eigenmodes of a beam with 3 discs, subject to the gyroscopic effect
 
(V2.02.140) SDLL140 - Calculation of eigenmodes of a beam with 3 discs, subject to the gyroscopic effect
 +
 
(V2.02.141) SDLL141 - Natural frequencies of a beam only, subject to the gyroscopic effect
 
(V2.02.141) SDLL141 - Natural frequencies of a beam only, subject to the gyroscopic effect
 +
 
(V2.02.311) SDLL311 - transient dynamic response of a beam in tension under displacement imposed
 
(V2.02.311) SDLL311 - transient dynamic response of a beam in tension under displacement imposed
 +
 
(V2.02.400) SDLL400 - beam vibration with eccentric center of torsion
 
(V2.02.400) SDLL400 - beam vibration with eccentric center of torsion
 +
 
(V2.02.401) SDLL401 - straight beams inclined at 20 °, subjected to sinusoidal efforts
 
(V2.02.401) SDLL401 - straight beams inclined at 20 °, subjected to sinusoidal efforts
 +
 
(V2.02.403) SDLL403 - Vibrations of a rotating pendulum
 
(V2.02.403) SDLL403 - Vibrations of a rotating pendulum
 +
 
(V2.02.501) SDLL501 - Poutre courte en porte-à-faux sous excitations fluide-élastique et turbulente : essais ANL restricted access
 
(V2.02.501) SDLL501 - Poutre courte en porte-à-faux sous excitations fluide-élastique et turbulente : essais ANL restricted access
 +
 
(V2.02.502) SDLL502 - Poutre moyenne en porte-à-faux sous excitations fluide-élastique et turbulente : essais ANL restricted access
 
(V2.02.502) SDLL502 - Poutre moyenne en porte-à-faux sous excitations fluide-élastique et turbulente : essais ANL restricted access
 +
 
(V2.02.503) SDLL503 - Poutre encastrée-libre sous excitations fluide-élastique et turbulente : essais AECL restricted access
 
(V2.02.503) SDLL503 - Poutre encastrée-libre sous excitations fluide-élastique et turbulente : essais AECL restricted access
 +
 
(V2.02.504) SDLL504 - Modèle réduit de cintre de GV sous excitations diphasiques fluide-élastique et turbulente : essais CLOTAIRE restricted access
 
(V2.02.504) SDLL504 - Modèle réduit de cintre de GV sous excitations diphasiques fluide-élastique et turbulente : essais CLOTAIRE restricted access
 +
 
(V2.02.505) SDLL505 - Poutre bi-encastrée sous excitations fluide-élastique et turbulente : essais INDIGO 1 restricted access
 
(V2.02.505) SDLL505 - Poutre bi-encastrée sous excitations fluide-élastique et turbulente : essais INDIGO 1 restricted access
 +
 
(V2.02.506) SDLL506 - Poutre multi-supportée sous excitations fluide-élastique et turbulente : essais INDIGO 2 restricted access
 
(V2.02.506) SDLL506 - Poutre multi-supportée sous excitations fluide-élastique et turbulente : essais INDIGO 2 restricted access
 +
 
(V2.02.507) SDLL507 - Poutre montée sur lame flexible sous excitations fluide-élastique et turbulente  : essais DIVA restricted access
 
(V2.02.507) SDLL507 - Poutre montée sur lame flexible sous excitations fluide-élastique et turbulente  : essais DIVA restricted access
 +
 
(V2.02.508) SDLL508 - Poutre montée sur corde à piano sous excitations fluide-élastique et turbulente  : essais VISCACHE 1 restricted access
 
(V2.02.508) SDLL508 - Poutre montée sur corde à piano sous excitations fluide-élastique et turbulente  : essais VISCACHE 1 restricted access
 +
 
(V2.03.001) SDLS01 - thin square plate, free at the edge or flush
 
(V2.03.001) SDLS01 - thin square plate, free at the edge or flush
 +
 
(V2.03.002) SDLS02 - diamond thin plate flush to the edge
 
(V2.03.002) SDLS02 - diamond thin plate flush to the edge
 +
 
(V2.03.003) SDLS03 - thin rectangular plate simply supported at the edges
 
(V2.03.003) SDLS03 - thin rectangular plate simply supported at the edges
 +
 
(V2.03.004) SDLS04 - Sub-ring structure: thin annular plate embedded in its hub
 
(V2.03.004) SDLS04 - Sub-ring structure: thin annular plate embedded in its hub
 +
 
(V2.03.007) SDLS07 - modes of a thin spherical shell
 
(V2.03.007) SDLS07 - modes of a thin spherical shell
 +
 
(V2.03.008) SDLS08 - modes of a square plate calculated based on reduced
 
(V2.03.008) SDLS08 - modes of a square plate calculated based on reduced
 +
 
(V2.03.100) SDLS100 - Study mesh on a thin square plate
 
(V2.03.100) SDLS100 - Study mesh on a thin square plate
 +
 
(V2.03.102) SDLS102 - Vibration of a blade-free compression
 
(V2.03.102) SDLS102 - Vibration of a blade-free compression
 +
 
(V2.03.103) SDLS103 - coaxial shells in annular flow: inertial coupling between modes restricted access
 
(V2.03.103) SDLS103 - coaxial shells in annular flow: inertial coupling between modes restricted access
 +
 
(V2.03.104) SDLS104 - coaxial shells in écoulementannulaire restricted access
 
(V2.03.104) SDLS104 - coaxial shells in écoulementannulaire restricted access
 +
 
(V2.03.105) SDLS105 - flat plate subjected to a homogeneous turbulence
 
(V2.03.105) SDLS105 - flat plate subjected to a homogeneous turbulence
 +
 
(V2.03.106) SDLS106 - Calculation of plate modal substructuring with Ritz basis
 
(V2.03.106) SDLS106 - Calculation of plate modal substructuring with Ritz basis
 +
 
(V2.03.108) SDLS108 - Using the option RIGI_PARASOL as part of an EPR study restricted access
 
(V2.03.108) SDLS108 - Using the option RIGI_PARASOL as part of an EPR study restricted access
 +
 
(V2.03.109) SDLS109 - frequency of a thick cylindrical ring
 
(V2.03.109) SDLS109 - frequency of a thick cylindrical ring
 +
 
(V2.03.111) SDLS111 - Sub-dynamic structure: triangular plate
 
(V2.03.111) SDLS111 - Sub-dynamic structure: triangular plate
 +
 
(V2.03.112) SDLS112 - Extrapolation of measurements on a 2D model (test GARTEUR)
 
(V2.03.112) SDLS112 - Extrapolation of measurements on a 2D model (test GARTEUR)
 +
 
(V2.03.113) SDLS113 - Plaque plane strain under pressure harmonic
 
(V2.03.113) SDLS113 - Plaque plane strain under pressure harmonic
 +
 
(V2.03.114) SDLS114 - Calculation of stress intensity factors of a cracked plate by modal recombination
 
(V2.03.114) SDLS114 - Calculation of stress intensity factors of a cracked plate by modal recombination
 +
 
(V2.03.115) SDLS115 - Comparison with the analytical solution of a plate in tension
 
(V2.03.115) SDLS115 - Comparison with the analytical solution of a plate in tension
 +
 
(V2.03.116) SDLS116 - Plate load transient dynamic treated explicitly.
 
(V2.03.116) SDLS116 - Plate load transient dynamic treated explicitly.
 +
 
(V2.03.118) SDLS118 - Response of a rigid circular foundation to a seismic excitation variable space restricted access
 
(V2.03.118) SDLS118 - Response of a rigid circular foundation to a seismic excitation variable space restricted access
 +
 
(V2.03.119) SDLS119 - Plaque on supports subjected to an acceleration of Ricker (time-frequency method)
 
(V2.03.119) SDLS119 - Plaque on supports subjected to an acceleration of Ricker (time-frequency method)
 +
 
(V2.03.120) SDLS120 - 2D cracked plate subjected to loading in Mode I. Validation of the calculation with X-FEM modal
 
(V2.03.120) SDLS120 - 2D cracked plate subjected to loading in Mode I. Validation of the calculation with X-FEM modal
 +
 
(V2.03.121) SDLS121 - resetting the parameters of a dynamic model for modal analysis
 
(V2.03.121) SDLS121 - resetting the parameters of a dynamic model for modal analysis
 +
 
(V2.03.139) SDLS139 - identification effort fluids on a wire frame
 
(V2.03.139) SDLS139 - identification effort fluids on a wire frame
 +
 
(V2.03.300) SDLS300 - Air cooler subjected to ground excitation
 
(V2.03.300) SDLS300 - Air cooler subjected to ground excitation
 +
 
(V2.03.501) SDLS501 - Free Vibrations of a corrugated sheet
 
(V2.03.501) SDLS501 - Free Vibrations of a corrugated sheet
 +
 
(V2.03.502) SDLS502 - square plate "solid" simply supported
 
(V2.03.502) SDLS502 - square plate "solid" simply supported
 +
 
(V2.03.503) SDLS503 - bending vibration of a sandwich beam
 
(V2.03.503) SDLS503 - bending vibration of a sandwich beam
 +
 
(V2.03.504) SDLS504 - lateral buckling of a beam (spill)
 
(V2.03.504) SDLS504 - lateral buckling of a beam (spill)
 +
 
(V2.03.505) SDLS505 - Buckling of a cylindrical shell under external pressure
 
(V2.03.505) SDLS505 - Buckling of a cylindrical shell under external pressure
 +
 
(V2.04.100) SDLV100 - Vibration of a beam of slender rectangular variable (flush-free)
 
(V2.04.100) SDLV100 - Vibration of a beam of slender rectangular variable (flush-free)
 +
 
(V2.04.111) SDLV111 - Homogenization of a network of beams in an incompressible fluid
 
(V2.04.111) SDLV111 - Homogenization of a network of beams in an incompressible fluid
 +
 
(V2.04.120) SDLV120 - Absorption of a compression wave in an elastic bar
 
(V2.04.120) SDLV120 - Absorption of a compression wave in an elastic bar
 +
 
(V2.04.121) SDLV121 - plane shear wave in an elastic column
 
(V2.04.121) SDLV121 - plane shear wave in an elastic column
 +
 
(V2.04.122) SDLV122 - extrapolation of local measurements on a complete model (3D)
 
(V2.04.122) SDLV122 - extrapolation of local measurements on a complete model (3D)
 +
 
(V2.04.124) SDLV124 - keypad volume under pressure harmonic
 
(V2.04.124) SDLV124 - keypad volume under pressure harmonic
 +
 
(V2.04.129) SDLV129 - Calculation fatigue vibration of a blade fan
 
(V2.04.129) SDLV129 - Calculation fatigue vibration of a blade fan
 +
 
(V2.04.130) SDLV130 - 3D cracked plate subjected to loading in Mode I. Validation of the calculation with X-FEM modal
 
(V2.04.130) SDLV130 - 3D cracked plate subjected to loading in Mode I. Validation of the calculation with X-FEM modal
 +
 
(V2.04.131) SDLV131 - Simulation of a strain gauge by the command OBSERVATION
 
(V2.04.131) SDLV131 - Simulation of a strain gauge by the command OBSERVATION
 +
 
(V2.04.132) SDLV132 - Consideration by sub-structuring, a generalized mass in a calculation of modal line of trees
 
(V2.04.132) SDLV132 - Consideration by sub-structuring, a generalized mass in a calculation of modal line of trees
 +
 
(V2.04.401) SDLV401 - Sphere full free-free
 
(V2.04.401) SDLV401 - Sphere full free-free
 +
 
(V2.04.402) SDLV402 - Sub-structure dynamics: inconsistent and mesh mode
 
(V2.04.402) SDLV402 - Sub-structure dynamics: inconsistent and mesh mode
 +
 
(V2.05.001) SDLX01 - Bending of a symmetric portal
 
(V2.05.001) SDLX01 - Bending of a symmetric portal
 +
 
(V2.05.002) SDLX02 - Piping: Problem Hovgaard. Spectral analysis
 
(V2.05.002) SDLX02 - Piping: Problem Hovgaard. Spectral analysis
 +
 
(V2.05.003) SDLX03 - Assembly of thin rectangular plates braced
 
(V2.05.003) SDLX03 - Assembly of thin rectangular plates braced
 +
 
(V2.05.100) SDLX100 - Transient response of a plate with a pressure field resulting from ENSIGHT
 
(V2.05.100) SDLX100 - Transient response of a plate with a pressure field resulting from ENSIGHT
 +
 
(V2.05.300) SDLX300 - Piping subjected to excitation displacement, velocity, acceleration
 
(V2.05.300) SDLX300 - Piping subjected to excitation displacement, velocity, acceleration
 +
 
(V2.05.301) SDLX301 - Building floor-column subjected to an asymmetrical horizontal excitation
 
(V2.05.301) SDLX301 - Building floor-column subjected to an asymmetrical horizontal excitation
 +
 
(V2.05.302) SDLX302 - beams fixed and concentrated mass subjected to a force transverse random
 
(V2.05.302) SDLX302 - beams fixed and concentrated mass subjected to a force transverse random
 +
 
(V2.06.100) SHLL100 - Frequency response of a bar for dynamic substructuring
 
(V2.06.100) SHLL100 - Frequency response of a bar for dynamic substructuring
 +
 
(V2.06.101) SHLL101 - straight beams. Harmonic analysis
 
(V2.06.101) SHLL101 - straight beams. Harmonic analysis
 +
 
(V2.06.102) SHLL102 - Frequency response of a beam with 3 discs, subject to the gyroscopic effect
 
(V2.06.102) SHLL102 - Frequency response of a beam with 3 discs, subject to the gyroscopic effect
 +
 
(V2.06.103) SHLL103 - Frequency response of a rotor with two disks and two non-symmetrical levels, subject to the gyroscopic effect
 
(V2.06.103) SHLL103 - Frequency response of a rotor with two disks and two non-symmetrical levels, subject to the gyroscopic effect
 +
 
(V2.06.200) SHLS200 - probabilistic nonparametric model: Frequency response of a plate sub-structured
 
(V2.06.200) SHLS200 - probabilistic nonparametric model: Frequency response of a plate sub-structured
 +
 
(V2.07.100) SHLV100 - Frequency response of a hollow cylinder in plane strain
 
(V2.07.100) SHLV100 - Frequency response of a hollow cylinder in plane strain
 +
 
(V2.08.011) FORMA11 - Practical training dynamic modal analysis
 
(V2.08.011) FORMA11 - Practical training dynamic modal analysis
 +
 
(V2.08.012) FORMA12 - Practical training with dynamic analysis Code_Aster
 
(V2.08.012) FORMA12 - Practical training with dynamic analysis Code_Aster

2018年3月6日 (火) 22:10時点における最新版

(V2.01.002) SDLD02 - mass-spring system with 8 degrees of freedom

(V2.01.004) SDLD04 - Transient response of a mass-spring system subjected to an imposed acceleration

(V2.01.021) SDLD21 - mass-spring system with viscous damper with 8 dof

(V2.01.022) SDLD22 – Transient analysis of a mass-spring system with a viscous damper with 8 dof

(V2.01.023) SDLD23 - System of masses and springs under random excitation

(V2.01.025) SDLD25 - mass-spring system with viscous damper proportional (spectral response)

(V2.01.027) SDLD27 - mass-spring system with 8 degrees of freedom with non-proportional viscous damping (modal analysis)

(V2.01.029) SDLD29 - Transient 8 DOF spring mass and viscous damping disproportionate

(V2.01.030) SDLD30 - seismic spectral response of a two masses and three springs supported multi-

(V2.01.031) SDLD31 - Validation elementary patterns in times of DYNA_NON_LINE

(V2.01.033) SDLD33 - seismic spectral response of a two masses - 4 multi-spring supported by two support groups decorrelated

(V2.01.034) SDLD34 - Release of a simple mass-spring

(V2.01.101) SDLD101 - simple oscillator under random excitation

(V2.01.102) SDLD102 - Under transitional structure: System 3-4 springs masses

(V2.01.103) SDLD103 - Seismic Response of a three masses and four springs supported multi-

(V2.01.104) SDLD104 - extrapolation of local measurements on a complete model (discrete)

(V2.01.105) SDLD105 - response to an earthquake of a sytème mass-spring with static correction

(V2.01.301) SDLD301 - seismic spectral response of a two masses and three springs multi-support (correlated or uncorrelated excitations)

(V2.01.313) SDLD313 - mass spring system with 2 DOF hysteretic damping

(V2.01.320) SDLD320 - Transient response of a free system of three masses and two springs under harmonic excitation

(V2.01.321) SDLD321 - transient dynamic response of a harmonic oscillator with variable damping

(V2.01.325) SDLD325 - transient dynamic response of a damped mass-spring system with 2 DOF

(V2.02.001) SDLL01 - simply supported short beam

(V2.02.002) SDLL02 - slender beam, clamped-free, folded on itself

(V2.02.004) SDLL04 - slender beam on two supports, coupled with a mass-spring system

(V2.02.006) SDLL06 - Transient response of a pole-free recessed

(V2.02.008) SDLL08 - Roasting plan beams (metal profiles)

(V2.02.009) SDLL09 - Vibration of a beam of slender rectangular variable (flush-free)

(V2.02.010) SDLL10 - variable rectangular beam (flush-recessed)

(V2.02.011) SDLL11 - thin circular ring free-free

(V2.02.014) SDLL14 - Modes of vibration of a thin pipe elbow

(V2.02.015) SDLL15 - slender beam, clamped-free, with eccentric mass or inertia

(V2.02.023) SDLL23 - Built-free beam subjected to an earthquake (spectral response)

(V2.02.100) SDLL100 - transient dynamic response of a beam in simple tension

(V2.02.101) SDLL101 - Vibration of a beam with prestress

(V2.02.102) SDLL102 - Portico subject to electrodynamic forces

(V2.02.104) SDLL104 - primary and secondary structures subjected to random excitation

(V2.02.105) SDLL105 - pipe subjected to random excitation source fluid

(V2.02.106) SDLL106 - beam subject to distributed random excitation

(V2.02.107) SDLL107 - Calculation transition of a beam under random excitation

(V2.02.108) SDLL108 - "coffee table" of NEUBERT

(V2.02.109) SDLL109 - Recipe of the reversal of the code by GC-LICE Code_Aster restricted access

(V2.02.110) SDLL110 - long beam cantilever overhang under fluid-elastic excitations and turbulent: ANL tests restricted access

(V2.02.112) SDLL112 - Seismic analysis of multi-supported beam (spectral response)

(V2.02.113) SDLL113 - Sub-structuring transitional dynamics: a simple beam in tension

(V2.02.115) SDLL115 - Structure subject to fluid excitation forces and moments like one-time restricted access

(V2.02.116) SDLL116 - beam subjected to turbulent excitation spread restricted access

(V2.02.117) SDLL117 - beam subject to multiple areas of fluid-elastic excitations and random transverse restricted access

(V2.02.118) SDLL118 - beam subject to axial excitation fluide_élastique

(V2.02.119) SDLL119 - Beam-beam excitation in fluid-elastic axial

(V2.02.120) SDLL120 - Tube under excitation axial fluid-elastic damping fluid at rest restricted access

(V2.02.121) SDLL121 - Beam tube with a grid under excitation axial fluid-elastic restricted access

(V2.02.123) SDLL123 - Frequency of a shaft with simplified gyroscope

(V2.02.124) SDLL124 - Campbell Diagram of a beam with 3 discs submitted to the gyroscope

(V2.02.125) SDLL125 - Campbell Diagram of a beam with 2 discs and 2-stage non-symmetrical

(V2.02.126) SDLL126 - Transient response of a beam with three rotating disks subject to the gyroscope

(V2.02.127) SDLL127 - Shaft with rotor circular section variable

(V2.02.128) SDLL128 - Line of trees with characteristics of levels depending on the speed

(V2.02.130) SDLL130 - Seismic Response of a reinforced concrete beam (rectangular) to linear behavior

(V2.02.131) SDLL131 - Calculation of seismic pipe VVP. Aster-comparison SYSPIPE restricted access

(V2.02.132) SDLL132 - Methods associated with a frame beams multi-fiber

(V2.02.133) SDLL133 - Calculation of prestressed normal modes of a bladed wheel restricted access

(V2.02.134) SDLL134 - Connors method to analyze the vibrational behavior of tubes GV restricted access

(V2.02.135) SDLL135 - Dynamic Response of a beam-pipe built-Free

(V2.02.137) SDLL137 - Modification of a structural beam

(V2.02.140) SDLL140 - Calculation of eigenmodes of a beam with 3 discs, subject to the gyroscopic effect

(V2.02.141) SDLL141 - Natural frequencies of a beam only, subject to the gyroscopic effect

(V2.02.311) SDLL311 - transient dynamic response of a beam in tension under displacement imposed

(V2.02.400) SDLL400 - beam vibration with eccentric center of torsion

(V2.02.401) SDLL401 - straight beams inclined at 20 °, subjected to sinusoidal efforts

(V2.02.403) SDLL403 - Vibrations of a rotating pendulum

(V2.02.501) SDLL501 - Poutre courte en porte-à-faux sous excitations fluide-élastique et turbulente : essais ANL restricted access

(V2.02.502) SDLL502 - Poutre moyenne en porte-à-faux sous excitations fluide-élastique et turbulente : essais ANL restricted access

(V2.02.503) SDLL503 - Poutre encastrée-libre sous excitations fluide-élastique et turbulente : essais AECL restricted access

(V2.02.504) SDLL504 - Modèle réduit de cintre de GV sous excitations diphasiques fluide-élastique et turbulente : essais CLOTAIRE restricted access

(V2.02.505) SDLL505 - Poutre bi-encastrée sous excitations fluide-élastique et turbulente : essais INDIGO 1 restricted access

(V2.02.506) SDLL506 - Poutre multi-supportée sous excitations fluide-élastique et turbulente : essais INDIGO 2 restricted access

(V2.02.507) SDLL507 - Poutre montée sur lame flexible sous excitations fluide-élastique et turbulente  : essais DIVA restricted access

(V2.02.508) SDLL508 - Poutre montée sur corde à piano sous excitations fluide-élastique et turbulente  : essais VISCACHE 1 restricted access

(V2.03.001) SDLS01 - thin square plate, free at the edge or flush

(V2.03.002) SDLS02 - diamond thin plate flush to the edge

(V2.03.003) SDLS03 - thin rectangular plate simply supported at the edges

(V2.03.004) SDLS04 - Sub-ring structure: thin annular plate embedded in its hub

(V2.03.007) SDLS07 - modes of a thin spherical shell

(V2.03.008) SDLS08 - modes of a square plate calculated based on reduced

(V2.03.100) SDLS100 - Study mesh on a thin square plate

(V2.03.102) SDLS102 - Vibration of a blade-free compression

(V2.03.103) SDLS103 - coaxial shells in annular flow: inertial coupling between modes restricted access

(V2.03.104) SDLS104 - coaxial shells in écoulementannulaire restricted access

(V2.03.105) SDLS105 - flat plate subjected to a homogeneous turbulence

(V2.03.106) SDLS106 - Calculation of plate modal substructuring with Ritz basis

(V2.03.108) SDLS108 - Using the option RIGI_PARASOL as part of an EPR study restricted access

(V2.03.109) SDLS109 - frequency of a thick cylindrical ring

(V2.03.111) SDLS111 - Sub-dynamic structure: triangular plate

(V2.03.112) SDLS112 - Extrapolation of measurements on a 2D model (test GARTEUR)

(V2.03.113) SDLS113 - Plaque plane strain under pressure harmonic

(V2.03.114) SDLS114 - Calculation of stress intensity factors of a cracked plate by modal recombination

(V2.03.115) SDLS115 - Comparison with the analytical solution of a plate in tension

(V2.03.116) SDLS116 - Plate load transient dynamic treated explicitly.

(V2.03.118) SDLS118 - Response of a rigid circular foundation to a seismic excitation variable space restricted access

(V2.03.119) SDLS119 - Plaque on supports subjected to an acceleration of Ricker (time-frequency method)

(V2.03.120) SDLS120 - 2D cracked plate subjected to loading in Mode I. Validation of the calculation with X-FEM modal

(V2.03.121) SDLS121 - resetting the parameters of a dynamic model for modal analysis

(V2.03.139) SDLS139 - identification effort fluids on a wire frame

(V2.03.300) SDLS300 - Air cooler subjected to ground excitation

(V2.03.501) SDLS501 - Free Vibrations of a corrugated sheet

(V2.03.502) SDLS502 - square plate "solid" simply supported

(V2.03.503) SDLS503 - bending vibration of a sandwich beam

(V2.03.504) SDLS504 - lateral buckling of a beam (spill)

(V2.03.505) SDLS505 - Buckling of a cylindrical shell under external pressure

(V2.04.100) SDLV100 - Vibration of a beam of slender rectangular variable (flush-free)

(V2.04.111) SDLV111 - Homogenization of a network of beams in an incompressible fluid

(V2.04.120) SDLV120 - Absorption of a compression wave in an elastic bar

(V2.04.121) SDLV121 - plane shear wave in an elastic column

(V2.04.122) SDLV122 - extrapolation of local measurements on a complete model (3D)

(V2.04.124) SDLV124 - keypad volume under pressure harmonic

(V2.04.129) SDLV129 - Calculation fatigue vibration of a blade fan

(V2.04.130) SDLV130 - 3D cracked plate subjected to loading in Mode I. Validation of the calculation with X-FEM modal

(V2.04.131) SDLV131 - Simulation of a strain gauge by the command OBSERVATION

(V2.04.132) SDLV132 - Consideration by sub-structuring, a generalized mass in a calculation of modal line of trees

(V2.04.401) SDLV401 - Sphere full free-free

(V2.04.402) SDLV402 - Sub-structure dynamics: inconsistent and mesh mode

(V2.05.001) SDLX01 - Bending of a symmetric portal

(V2.05.002) SDLX02 - Piping: Problem Hovgaard. Spectral analysis

(V2.05.003) SDLX03 - Assembly of thin rectangular plates braced

(V2.05.100) SDLX100 - Transient response of a plate with a pressure field resulting from ENSIGHT

(V2.05.300) SDLX300 - Piping subjected to excitation displacement, velocity, acceleration

(V2.05.301) SDLX301 - Building floor-column subjected to an asymmetrical horizontal excitation

(V2.05.302) SDLX302 - beams fixed and concentrated mass subjected to a force transverse random

(V2.06.100) SHLL100 - Frequency response of a bar for dynamic substructuring

(V2.06.101) SHLL101 - straight beams. Harmonic analysis

(V2.06.102) SHLL102 - Frequency response of a beam with 3 discs, subject to the gyroscopic effect

(V2.06.103) SHLL103 - Frequency response of a rotor with two disks and two non-symmetrical levels, subject to the gyroscopic effect

(V2.06.200) SHLS200 - probabilistic nonparametric model: Frequency response of a plate sub-structured

(V2.07.100) SHLV100 - Frequency response of a hollow cylinder in plane strain

(V2.08.011) FORMA11 - Practical training dynamic modal analysis

(V2.08.012) FORMA12 - Practical training with dynamic analysis Code_Aster