A platform for research: civil engineering, architecture and urbanism
Frames combined with shear trusses under lateral loads
Variation of slope deflection method whereby all deformations of combined system of rigid frames and vertical shear trusses or walls are approximated by power series; their arbitrary constants will be determined by partial differentiation of virtual work equations of total system.
Frames combined with shear trusses under lateral loads
Variation of slope deflection method whereby all deformations of combined system of rigid frames and vertical shear trusses or walls are approximated by power series; their arbitrary constants will be determined by partial differentiation of virtual work equations of total system.
Frames combined with shear trusses under lateral loads
ASCE -- Proc (J Structural Div)
Bandel, H. (author)
1962
17 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Concrete shear wall combined with rigid frames in multistory buildings subject to lateral loads
Engineering Index Backfile | 1961
|Optimization of Frames and Trusses Under Natural FrequencyConstraints
British Library Conference Proceedings | 1997
|Metal Plate–Connected Wood Trusses Exposed to Out-of-Plane Lateral Loads
Online Contents | 2016
|Buckling of trusses and rigid frames
TIBKAT | 1948
|Metal Plate–Connected Wood Trusses Exposed to Out-of-Plane Lateral Loads
Online Contents | 2016
|