Building Research Journal, Volumes 45-46SAP, 1997 - Building |
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Page 131
... plate along the length of the column , and unloaded edges attached to the flange - plates but free to pull - in ... plate | wo | , and iii ) cross - section dimensions - widths and thicknesses of the web - plate ( b , t ) and flange ...
... plate along the length of the column , and unloaded edges attached to the flange - plates but free to pull - in ... plate | wo | , and iii ) cross - section dimensions - widths and thicknesses of the web - plate ( b , t ) and flange ...
Page 164
... plate with aspect ratio being equal to 1 and 2 . At the turn of 1960s and 1970s several researchers analysed the large deflections of unstiffened plates using finite element method , for example ( Roberts and Ashwell , 1971 ) . Maeda ...
... plate with aspect ratio being equal to 1 and 2 . At the turn of 1960s and 1970s several researchers analysed the large deflections of unstiffened plates using finite element method , for example ( Roberts and Ashwell , 1971 ) . Maeda ...
Page 170
... plate ( AS93 ) . 4 Secondary bending strains If in structures the stresses exceed the elastic values , the strain values are used instead of stresses . The strains normal to the web - plate boundary Єy , produced by out - of - plane ...
... plate ( AS93 ) . 4 Secondary bending strains If in structures the stresses exceed the elastic values , the strain values are used instead of stresses . The strains normal to the web - plate boundary Єy , produced by out - of - plane ...
Contents
CONTENTS | 233 |
Volume 46 Number 1 1998 | 229 |
Fedeliński P The threedimensional boundary element method in dynamic analysis | 257 |
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842 20 Bratislava Academy of Sciences aeroelastic air flow amplitude analysis beams behaviour boundary element method Bratislava Building Research Journal calculated coefficient components computed concrete Construction and Architecture corresponding crack tip cross-section damping deflections deformation derivative displacement distribution domain Dv/Ev elastic energy experimental extremely long span flutter force formulation fracture fracture mechanics frequency functions heat transfer illuminance influence Institute of Construction integral equations Kittler loading long span suspension material matrix measured mechanics modulus nonlinear normal obtained overhead line parameters plane plane strain plate strip Poisson's ratio problems ratio reliability shear shear modulus simulation sky type Sládek Slovak Academy solution span suspension bridges strain stress intensity factors structural subgrade suspension bridges T-stress Tesár thermal traction tuned vibration control turbidity values variables vector velocity ventilation rate vertical viscoelastic web-plate wind cables wind tunnel Young modulus