✦ LIBER ✦

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

✍ Scribed by Binnur Gören Kiral; Seçil Erim

Publisher: Elsevier Science
Year: 2005
Tongue: English
Weight: 946 KB
Volume: 27
Category: Article
ISSN: 0141-0296
DOI: 10.1016/j.engstruct.2005.01.001

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

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