𝔖 Bobbio Scriptorium
✦   LIBER   ✦

Design of earthquake-resistant steel frames with knee bracing

✍ Scribed by T. Balendra; M.T. Sam; C.Y. Liaw


Publisher
Elsevier Science
Year
1991
Tongue
English
Weight
759 KB
Volume
18
Category
Article
ISSN
0143-974X

No coin nor oath required. For personal study only.


πŸ“œ SIMILAR VOLUMES


Diagonal brace with ductile knee anchor
✍ Thambirajah Balendra; Ming-Tuck Sam; Chih-Young Liaw πŸ“‚ Article πŸ“… 1990 πŸ› John Wiley and Sons 🌐 English βš– 652 KB

A new structural system for earthquake resistant steel structures is investigated in this paper. This new framing system, called the knee-brace-frame (KBF), is a braced frame with diagonal braces connected to ductile knee members. The diagonal braces provide the lateral stiffness, whereas the knee a

PLASTIC DESIGN OF SEISMIC RESISTANT STEE
✍ MAZZOLANI, FEDERICO M.; PILUSO, VINCENZO πŸ“‚ Article πŸ“… 1997 πŸ› John Wiley and Sons 🌐 English βš– 384 KB πŸ‘ 1 views

A new method for designing moment resisting steel frames failing in a global mode is presented in this paper. Starting from the analysis of the typical collapse mechanisms of frames subjected to horizontal forces, the method is based on the application of the kinematic theorem of plastic collapse. T

Post-earthquake fire resistance of momen
✍ G. Della Corte; R. Landolfo; F.M. Mazzolani πŸ“‚ Article πŸ“… 2003 πŸ› Elsevier Science 🌐 English βš– 485 KB

Fires following earthquakes are considered one major threat in seismic regions. In fact, according to modern seismic codes, ordinary structures are designed to suffer damage to some extent during strong earthquakes, exploiting the structure own ductility to avoid collapse and safeguard human lives.

Probabilistic advantage of vibrational r
✍ J. Iyama; H. Kuwamura πŸ“‚ Article πŸ“… 1999 πŸ› Elsevier Science 🌐 English βš– 428 KB

Steel frames are, in general, indeterminate and thus they do not necessarily fail when some elements constituting the system are subjected to fracture or buckling during a severe earthquake. The purpose of this paper is to assess the advantage of such redundancy inherent in indeterminate structural

An algorithm for the optimum design of b
✍ GΓΌlten GΓΌlay; Hasan BoduroΗ§lu πŸ“‚ Article πŸ“… 1989 πŸ› John Wiley and Sons 🌐 English βš– 454 KB πŸ‘ 2 views

A solution technique based on the sequential linear programming (SLP) method is presented for the optimum design of braced and unbraced steel frames in seismic regions. First, the optimum rigidity distribution of the frames under static loading is computed, then the optimization procedure is repeate