A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Equation is derived in which end moment of bar is illustrated by end slopes and end displacements; it looks like slope-deflection equation, but it is different because change of length of bar is considered, therefore it can be applied to framed structures in which axial forces must be considered; to illustrate application of equation, secondary moments of trusses are calculated. (In Chinese with English abstract.)
Equation is derived in which end moment of bar is illustrated by end slopes and end displacements; it looks like slope-deflection equation, but it is different because change of length of bar is considered, therefore it can be applied to framed structures in which axial forces must be considered; to illustrate application of equation, secondary moments of trusses are calculated. (In Chinese with English abstract.)
Method of slope-displacement
J Civ Eng (Taiwan)
Lin, B.J. (author)
1966
9 pages
Article (Journal)
Chinese
© Metadata Copyright Elsevier B. V. All rights reserved.
Simplified Seismic Slope Displacement Procedures
| Springer Verlag | 2007
Simplified Seismic Slope Displacement Procedures
| British Library Conference Proceedings | 2007
Numerical simulation of complex slope displacement
| British Library Conference Proceedings | 2000