rmseura.tkk.firmseura.tkk.fi/rmlehti/.../nro3-4/RakMek_30_3-4_1997_ilmoitusasiat.pdf · Gy. Beda...

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Transcript of rmseura.tkk.firmseura.tkk.fi/rmlehti/.../nro3-4/RakMek_30_3-4_1997_ilmoitusasiat.pdf · Gy. Beda...

Page 1: rmseura.tkk.firmseura.tkk.fi/rmlehti/.../nro3-4/RakMek_30_3-4_1997_ilmoitusasiat.pdf · Gy. Beda and G. Stepan - ORGANIZED THE Research Group for Continuum Mechanics of Hungarian
Page 2: rmseura.tkk.firmseura.tkk.fi/rmlehti/.../nro3-4/RakMek_30_3-4_1997_ilmoitusasiat.pdf · Gy. Beda and G. Stepan - ORGANIZED THE Research Group for Continuum Mechanics of Hungarian
Page 3: rmseura.tkk.firmseura.tkk.fi/rmlehti/.../nro3-4/RakMek_30_3-4_1997_ilmoitusasiat.pdf · Gy. Beda and G. Stepan - ORGANIZED THE Research Group for Continuum Mechanics of Hungarian

STRENGTH OF FINNISH SOFTWOODS IN COMPRESSION PERPENDICULAR ...rmseura.tkk.fi/rmlehti/1992/nro1/RakMek_25_1_1992_3.pdf · STRENGTH OF FINNISH SOFTWOODS IN COMPRESSION PERPENDICULAR

STRENGTH OF FINNISH SOFTWOODS IN COMPRESSION PERPENDICULAR ...rmseura.tkk.fi/rmlehti/1992/nro1/RakMek_25_1_1992_3.pdf · STRENGTH OF FINNISH SOFTWOODS IN COMPRESSION PERPENDICULAR

A METHOD FOR DESIGN OPTIMIZATION OF LAMINATED COMPOSITE ...rmseura.tkk.fi/rmlehti/2004/nro2/RakMek_37_2_2004_5.pdf · COMPOSITE STRUCTURES INVOLVING GEOMETRIC NONLINEARITIES ... factor

A METHOD FOR DESIGN OPTIMIZATION OF LAMINATED COMPOSITE ...rmseura.tkk.fi/rmlehti/2004/nro2/RakMek_37_2_2004_5.pdf · COMPOSITE STRUCTURES INVOLVING GEOMETRIC NONLINEARITIES ... factor

Vb, - Aaltormseura.tkk.fi/rmlehti/1992/nro3/RakMek_25_3_1992_1.pdf · This article studies the basics of fracture mechanics. The theory proposed by Griffith is derived starting from

Vb, - Aaltormseura.tkk.fi/rmlehti/1992/nro3/RakMek_25_3_1992_1.pdf · This article studies the basics of fracture mechanics. The theory proposed by Griffith is derived starting from

SEMI-ACTIVE VIBRATION CONTROL BASED ON SHAPE …rmseura.tkk.fi/rmlehti/2007/nro1/RakMek_40_1_2007_2.pdf · ALLOY ACTUATORS – ANALYSIS AND EXPERIMENTAL TESTING ... structural joint

SEMI-ACTIVE VIBRATION CONTROL BASED ON SHAPE …rmseura.tkk.fi/rmlehti/2007/nro1/RakMek_40_1_2007_2.pdf · ALLOY ACTUATORS – ANALYSIS AND EXPERIMENTAL TESTING ... structural joint

EXPERIMENTAL INVESTIGATION OF THE PRESSURE LOSS …rmseura.tkk.fi/rmlehti/1988/nro1/RakMek_21_1_1988_2.pdf · EXPERIMENTAL INVESTIGATION OF THE PRESSURE LOSS THROUGH PERFORATED STRUCTURES

EXPERIMENTAL INVESTIGATION OF THE PRESSURE LOSS …rmseura.tkk.fi/rmlehti/1988/nro1/RakMek_21_1_1988_2.pdf · EXPERIMENTAL INVESTIGATION OF THE PRESSURE LOSS THROUGH PERFORATED STRUCTURES

ABSTRACT - Aaltormseura.tkk.fi/rmlehti/1991/nro3/RakMek_24_3_1991_5.pdf · the calculation model, the abrasion of concrete was estimated as the function of ice sheet movement /1/.

ABSTRACT - Aaltormseura.tkk.fi/rmlehti/1991/nro3/RakMek_24_3_1991_5.pdf · the calculation model, the abrasion of concrete was estimated as the function of ice sheet movement /1/.

rmseura.tkk.firmseura.tkk.fi/rmlehti/1997/nro3-4/RakMek_30_3-4_1997… ·  · 2012-01-26Design of ships' series (DW, Design of ship,main dimensions . Main propulsion unit HULL OF

rmseura.tkk.firmseura.tkk.fi/rmlehti/1997/nro3-4/RakMek_30_3-4_1997… ·  · 2012-01-26Design of ships' series (DW, Design of ship,main dimensions . Main propulsion unit HULL OF

Batallas doctrinarias. Guerra, política y estrategia en ...webiigg.sociales.uba.ar/revistacuadernosdemarte/nro3/3_poczynok.pdf · En los tiempos del Renacimiento, el autor de El

Batallas doctrinarias. Guerra, política y estrategia en ...webiigg.sociales.uba.ar/revistacuadernosdemarte/nro3/3_poczynok.pdf · En los tiempos del Renacimiento, el autor de El

STRENGTH TEST ON BOLTED CONNECTIONS USING …rmseura.tkk.fi/rmlehti/1992/nro3/RakMek_25_3_1992_3.pdf · The results of a series of tests on bolted connections using high-strength

STRENGTH TEST ON BOLTED CONNECTIONS USING …rmseura.tkk.fi/rmlehti/1992/nro3/RakMek_25_3_1992_3.pdf · The results of a series of tests on bolted connections using high-strength

ADAPTIVE COMPOSITE STRUCTURES IN SHAPE …rmseura.tkk.fi/rmlehti/2007/nro1/RakMek_40_1_2007_6.pdf · ADAPTIVE COMPOSITE STRUCTURES IN SHAPE CONTROL ... Fiber Reinforced Plastic (FRP)

ADAPTIVE COMPOSITE STRUCTURES IN SHAPE …rmseura.tkk.fi/rmlehti/2007/nro1/RakMek_40_1_2007_6.pdf · ADAPTIVE COMPOSITE STRUCTURES IN SHAPE CONTROL ... Fiber Reinforced Plastic (FRP)

rmseura.tkk.firmseura.tkk.fi/rmlehti/1998/nro1-2/RakMek_31_1-2_1998_3.pdfcomposite coatings for precurved sandwich panels under wheel loading planned to be used on a railway cargo

rmseura.tkk.firmseura.tkk.fi/rmlehti/1998/nro1-2/RakMek_31_1-2_1998_3.pdfcomposite coatings for precurved sandwich panels under wheel loading planned to be used on a railway cargo

Optimization of tubular trusses using intumescent coating ...rmseura.tkk.fi/rmlehti/2016/nro4/RakMek_49_4_2016_1.pdf · START: Input parameters OPTIMIZATION: Change profiles TRUSS

Optimization of tubular trusses using intumescent coating ...rmseura.tkk.fi/rmlehti/2016/nro4/RakMek_49_4_2016_1.pdf · START: Input parameters OPTIMIZATION: Change profiles TRUSS

Surrogate-model based method and software for …rmseura.tkk.fi/rmlehti/2016/nro3/RakMek_49_3_2016_1.pdf · But at the same time the design ... distributing problem the parallel computing

Surrogate-model based method and software for …rmseura.tkk.fi/rmlehti/2016/nro3/RakMek_49_3_2016_1.pdf · But at the same time the design ... distributing problem the parallel computing

SIMPLE FINITE ELEMENTS FOR NONLINEAR ANALYSIS …rmseura.tkk.fi/rmlehti/1990/nro4/RakMek_23_4_1990_1.pdf · SIMPLE FINITE ELEMENTS FOR NONLINEAR ANALYSIS OF FRAMED STRUCTURES ...

SIMPLE FINITE ELEMENTS FOR NONLINEAR ANALYSIS …rmseura.tkk.fi/rmlehti/1990/nro4/RakMek_23_4_1990_1.pdf · SIMPLE FINITE ELEMENTS FOR NONLINEAR ANALYSIS OF FRAMED STRUCTURES ...

Photoplethysmography and its detailed pulse …rmseura.tkk.fi/rmlehti/2011/nro4/RakMek_44_4_2011_4.pdfPhotoplethysmography and its detailed pulse waveform analysis for arterial stiffness

Photoplethysmography and its detailed pulse …rmseura.tkk.fi/rmlehti/2011/nro4/RakMek_44_4_2011_4.pdfPhotoplethysmography and its detailed pulse waveform analysis for arterial stiffness

rmseura.tkk.firmseura.tkk.fi/rmlehti/1984/nro2/RakMek_17_2_1984_5.pdf · / L/ earn on-I as eqa 40 -1 no ! neqaq 1 1 e uano uo 1 1 ews ... o ! u J sea eae a 1! ss! w 40 SUO!2eW ...

rmseura.tkk.firmseura.tkk.fi/rmlehti/1984/nro2/RakMek_17_2_1984_5.pdf · / L/ earn on-I as eqa 40 -1 no ! neqaq 1 1 e uano uo 1 1 ews ... o ! u J sea eae a 1! ss! w 40 SUO!2eW ...

TESTING FIBRE REINFORCED CONCRETE IN AN INVERTED …rmseura.tkk.fi/rmlehti/1995/nro3/RakMek_28_3_1995_2.pdf · TESTING FIBRE REINFORCED CONCRETE IN AN INVERTED T-BEAM ... is on the

TESTING FIBRE REINFORCED CONCRETE IN AN INVERTED …rmseura.tkk.fi/rmlehti/1995/nro3/RakMek_28_3_1995_2.pdf · TESTING FIBRE REINFORCED CONCRETE IN AN INVERTED T-BEAM ... is on the

NUMERICAL SIMULATION OF CATENARY ACTION IN …rmseura.tkk.fi/rmlehti/2007/nro3/RakMek_40_3_2007_3.pdf · straight to the steel trusses by self-drilling or self-tapping screws. ...

NUMERICAL SIMULATION OF CATENARY ACTION IN …rmseura.tkk.fi/rmlehti/2007/nro3/RakMek_40_3_2007_3.pdf · straight to the steel trusses by self-drilling or self-tapping screws. ...

TKKrmseura.tkk.fi/rmlehti/1972/nro3/RakMek_5_3_1972_8.pdf · 2009. 12. 11. · Reinforced concrete In the construction of a model for description of the mechan- i cal behaviour of

TKKrmseura.tkk.fi/rmlehti/1972/nro3/RakMek_5_3_1972_8.pdf · 2009. 12. 11. · Reinforced concrete In the construction of a model for description of the mechan- i cal behaviour of

rmseura.tkk.firmseura.tkk.fi/rmlehti/1969/nro3/RakMek_2_3_1969_1.pdf · live load, temperature, and so on) ... as a rule the increase in the lever arm is not considerable, ... It

rmseura.tkk.firmseura.tkk.fi/rmlehti/1969/nro3/RakMek_2_3_1969_1.pdf · live load, temperature, and so on) ... as a rule the increase in the lever arm is not considerable, ... It