A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Cyclic yield reversal in steel building connections
Description of design and quasi-static testing of selected steel beam-to-column connection specimens; motivations for choice of connection types and overall geometry of specimens, relating them to full-size prototypes used in actual building frames; programs of cycling of test are presented in terms of deflection of tip of cantilever beam; hysteresis diagrams and failure photographs; features of behavior of several specimends during testing are compared, and possible explanations given; it is shown that steel connections are resistant to failure due to cyclically induced damage. (27007)
Cyclic yield reversal in steel building connections
Description of design and quasi-static testing of selected steel beam-to-column connection specimens; motivations for choice of connection types and overall geometry of specimens, relating them to full-size prototypes used in actual building frames; programs of cycling of test are presented in terms of deflection of tip of cantilever beam; hysteresis diagrams and failure photographs; features of behavior of several specimends during testing are compared, and possible explanations given; it is shown that steel connections are resistant to failure due to cyclically induced damage. (27007)
Cyclic yield reversal in steel building connections
ASCE J Struct Div
Popov, E.P. (author) / Pinkney, R.B. (author)
1969
27 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
| Taylor & Francis Verlag | 1997
| British Library Online Contents | 1997
| Taylor & Francis Verlag | 1998
Steel beam-column building connections
| Elsevier | 1990
| British Library Online Contents | 1998