𝔖 Bobbio Scriptorium
✦   LIBER   ✦

Effective length factor of columns in flexibly jointed and braced frames

✍ Scribed by N. Kishi; W.F. Chen; Y. Goto; M. Komuro

Publisher
Elsevier Science
Year
1998
Tongue
English
Weight
516 KB
Volume
47
Category
Article
ISSN
0143-974X

No coin nor oath required. For personal study only.

πŸ“œ SIMILAR VOLUMES

Effect of brace wall thickness and weld
Effect of brace wall thickness and weld size on stress intensity factors for welded tubular T-joints
✍ S.T. Lie; G. Li; Z. Cen πŸ“‚ Article πŸ“… 2000 πŸ› Elsevier Science 🌐 English βš– 483 KB

A combination of finite elements to boundary elements is proposed for solving general cracked tubular joint problems. The relationship between nodal displacements and tractions on the interface from finite element equations is introduced into the boundary integral equation as a natural boundary cond

Improved stiffness distribution factors
Improved stiffness distribution factors for evaluation of effective buckling lengths in multi-story sway frames
✍ Charis J. Gantes; Georgios E. Mageirou πŸ“‚ Article πŸ“… 2005 πŸ› Elsevier Science 🌐 English βš– 870 KB

The objective of this paper is to propose improved expressions for the effective buckling length coefficient of columns in multi-story sway frames. To that effect, a complete set of rotational stiffness coefficients are derived, which are then used for the replacement of members converging at the bo