see the original item page
in the repository's web site and access all digital files if the item*



Design of steel frames with slender joint-panels (EN)

Ermopoulos, J (EN)
Vayas, I (EN)
Pasternak, H (EN)

journalArticle (EN)

2014-03-01T01:10:54Z
1995 (EN)


The behaviour of thin-walled slender joint-panels in knee joints of steel frames and its influence on the overall behaviour of moment-resisting frames is studied. The joint resistance is supplied by three different mechanisms. The first mechanism is the shear buckling strength of the joint-panel, which is dependent on its slenderness. The second mechanism is the tension field strength that is dependent on the relation between the dimensions of the joint-panel and its surrounding flanges. The last mechanism is the resistance due to the frame action of the joint-panel's surrounding frame. Design formulae for the evaluation of the joint resistance are derived. Monotonic and hysteretic rules for the description of the joint characteristics are proposed. Frame analyses considering the joint deformability are performed. The analytical results are compared to experimental results of joints subjected to cyclic loading. © 1995. (EN)

Construction & Building Technology (EN)
Engineering, Civil (EN)

Steel frames (EN)
Structural design (EN)
Structural loads (EN)
Moment resisting frames (EN)
Shear strength (EN)
Formability (EN)
Steel structures (EN)
Structural frames (EN)
Joint resistance (EN)
Structural panels (EN)
Joints (structural components) (EN)
Thin walled slender joint panels (EN)
Knee joints (EN)
Buckling (EN)

Journal of Constructional Steel Research (EN)

English

ELSEVIER SCI LTD (EN)




*Institutions are responsible for keeping their URLs functional (digital file, item page in repository site)