✦ LIBER ✦

Box-column to I-beam connections with external stiffeners

✍ Scribed by L.C. Ting; N.E. Shanmugam; S.L. Lee

Publisher: Elsevier Science
Year: 1991
Tongue: English
Weight: 751 KB
Volume: 18
Category: Article
ISSN: 0143-974X
DOI: 10.1016/0143-974x(91)90026-w

No coin nor oath required. For personal study only.

📜 SIMILAR VOLUMES

Behavior of welded CFT column to H-beam

Behavior of welded CFT column to H-beam connections with external stiffeners

✍ Kyung-Jae Shin; Young-Ju Kim; Young-Suk Oh; Tae-Sup Moon 📂 Article 📅 2004 🏛 Elsevier Science 🌐 English ⚖ 882 KB

This paper focuses on the experimental and analytical behavior of concrete filled tubular (CFT) column to H-beam welded moment connections with external T-stiffeners. Six full-scale specimens were tested cyclically. All specimens were designed and manufactured using the following main test parameter

Ultimate strength of stiffened symmetric

Ultimate strength of stiffened symmetrical welded steel beam-to-column flange connections

✍ H.A. El-Ghazaly; A.N. Sherbourne 📂 Article 📅 1987 🏛 Elsevier Science 🌐 English ⚖ 1007 KB

The ultimate strength of I-beam to RHS c

The ultimate strength of I-beam to RHS column connections

✍ L.H Lu; J Wardenier 📂 Article 📅 1998 🏛 Elsevier Science 🌐 English ⚖ 101 KB

Bidirectional seismic performance of ste

Bidirectional seismic performance of steel beam to circular tubular column connections with outer diaphragm

✍ Wei Wang; Yiyi Chen; Wanqi Li; Roberto T. Leon 📂 Article 📅 2010 🏛 John Wiley and Sons 🌐 English ⚖ 487 KB

Effects of floor slabs on the seismic be

Effects of floor slabs on the seismic behavior of steel beam-to-column connections with reduced beam section

✍ Sheng-Jin Chen 📂 Article 📅 1998 🏛 Elsevier Science 🌐 English ⚖ 58 KB

Prediction of fracture behavior of steel

Prediction of fracture behavior of steel beam-to-column connections with weld defect using the SINTAP

✍ Binnur Gören Kiral; Seçil Erim 📂 Article 📅 2005 🏛 Elsevier Science 🌐 English ⚖ 946 KB