Building Research Journal, Volumes 45-46SAP, 1997 - Building |
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Page 130
... parameters . Further , simplifications alowing to take some parameters as constants are introduced . Thus , finally , the non - dimensionalized resistance is expressed by five parameters . They are the web - plate and column slender ...
... parameters . Further , simplifications alowing to take some parameters as constants are introduced . Thus , finally , the non - dimensionalized resistance is expressed by five parameters . They are the web - plate and column slender ...
Page 29
... parameters in damping facilities as well as in structural energy absorbing members adopted in tuning joints . In hysteretic damping members applied in tuning joints the damping forces gener- ated by internal material friction are ...
... parameters in damping facilities as well as in structural energy absorbing members adopted in tuning joints . In hysteretic damping members applied in tuning joints the damping forces gener- ated by internal material friction are ...
Page 292
frequently called the first fracture parameter , can be the stress intensity factor ( SIF ) or J - integral . In literature , there is a lot of original techniques for evaluation of these fracture parameters . However , they are mostly ...
frequently called the first fracture parameter , can be the stress intensity factor ( SIF ) or J - integral . In literature , there is a lot of original techniques for evaluation of these fracture parameters . However , they are mostly ...
Contents
CONTENTS | 233 |
Volume 46 Number 1 1998 | 229 |
Fedeliński P The threedimensional boundary element method in dynamic analysis | 257 |
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Academy of Sciences according adopted analysis applied approach approximation assumed beams boundary boundary element Bratislava bridge building calculated changes coefficient components computed concrete considered constant continuous corresponding crack cross-section damping defined deflections deformation dependent derivative determined direction displacement distribution dynamic effects elastic elements energy engineering equations evaluation experimental expressed factor field Figure flow force formulation fracture frequency functions given heat illuminance indoor influence integral internal Journal limit loading material matrix means measured mechanics method normal obtained parameters plane plate present probability problems properties ratio reference reinforcement relation relative reliability Research respectively response shown simulation Sládek Slovak Academy solution space span standard strain stress structural studied surface Table temperature term testing thermal transfer transformation tuned ultimate values variables vertical vibration volume wind