✦ LIBER ✦

Behavior and analysis of bracing connections for steel frames

✍ Scribed by O.S. Bursi; K.H. Gerstle; A. Sigfusdottir; J.L. Zitur

Publisher: Elsevier Science
Year: 1994
Tongue: English
Weight: 913 KB
Volume: 30
Category: Article
ISSN: 0143-974X
DOI: 10.1016/0143-974x(94)90076-0

No coin nor oath required. For personal study only.

📜 SIMILAR VOLUMES

Effects of torsion on the behavior of pe

Effects of torsion on the behavior of peripheral steel-braced frame systems

✍ Emrah Erduran; Keri L. Ryan 📂 Article 📅 2011 🏛 John Wiley and Sons 🌐 English ⚖ 277 KB

Behavior of braced and unbraced semi-rig

Behavior of braced and unbraced semi-rigid frames

✍ Eric M. Lui; Chen Wai-Fah 📂 Article 📅 1988 🏛 Elsevier Science 🌐 English ⚖ 942 KB

A finite element model for the analysis

A finite element model for the analysis of flexibly connected steel frames

✍ Carlo Poggi 📂 Article 📅 1988 🏛 John Wiley and Sons 🌐 English ⚖ 705 KB

Non-linear three-dimensional finite elem

Non-linear three-dimensional finite element contact analysis of bolted connections in steel frames

✍ Heinrich Rothert; Norbert Gebbeken; Bettina Binder 📂 Article 📅 1992 🏛 John Wiley and Sons 🌐 English ⚖ 694 KB

Inelastic analysis of steel frames for m

Inelastic analysis of steel frames for multistory buildings

✍ E. Bozzo; L. Gambarotta 📂 Article 📅 1985 🏛 Elsevier Science 🌐 English ⚖ 686 KB

An algorithm for the optimum design of b

An algorithm for the optimum design of braced and unbraced steel frames under earthquake loading

✍ Gülten Gülay; Hasan Boduroǧlu 📂 Article 📅 1989 🏛 John Wiley and Sons 🌐 English ⚖ 454 KB 👁 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