✦ LIBER ✦

Behaviour of bolted end-plate portal frame joints

✍ Scribed by Richard J. Masika; László Dunai

Publisher: Elsevier Science
Year: 1995
Tongue: English
Weight: 699 KB
Volume: 32
Category: Article
ISSN: 0143-974X
DOI: 10.1016/0143-974x(95)93173-2

No coin nor oath required. For personal study only.

📜 SIMILAR VOLUMES

The behaviour of single-lap bolted joint

The behaviour of single-lap bolted joints in CFRP laminates

✍ P.A. Smith; K.J. Pascoe; C. Polak; D.O. Stroud 📂 Article 📅 1986 🏛 Elsevier Science 🌐 English ⚖ 854 KB

Load-deflection behaviour of timber port

Load-deflection behaviour of timber portal frames under sway

✍ J.A. Purkiss 📂 Article 📅 1987 🏛 Elsevier Science 🌐 English ⚖ 426 KB

Behaviour of multibay steel frame folded

Behaviour of multibay steel frame folded plate roofs

✍ N. Subramanian; C. Ganapathy Chettiar 📂 Article 📅 1979 🏛 Elsevier Science 🌐 English ⚖ 435 KB

Computerised calculation of force distri

Computerised calculation of force distributions in bolted end plate connections according to Eurocode 3

✍ Martin Steenhuis; Cock Dol; Leon van Gorp 📂 Article 📅 1994 🏛 Elsevier Science 🌐 English ⚖ 436 KB

Behaviour of thin steel plate shear wall

Behaviour of thin steel plate shear walls regarding frame members

✍ M.M. Alinia; M. Dastfan 📂 Article 📅 2006 🏛 Elsevier Science 🌐 English ⚖ 1004 KB

Steel plate shear walls in buildings are known to be an effective and strong means for resisting lateral forces. The view of some structural designers is to use heavy stiffeners to reinforce and increase the buckling capacity of shear walls; whereas, if the walls are left unstiffened and allowed to

The effect of joint flexibility on the n

The effect of joint flexibility on the nonlinear buckling load of metal portal frames

✍ G.J. Ioannidis; A.N. Kounadis 📂 Article 📅 1988 🏛 Elsevier Science 🌐 English ⚖ 367 KB