✦ LIBER ✦

Moment-curvature relationship of FRP-concrete-steel double-skin tubular members

✍ Scribed by Liu, Mingxue ;Qian, Jiaru

Book ID: 107477124
Publisher: Higher Education Press and Springer
Year: 2009
Tongue: English
Weight: 269 KB
Volume: 3
Category: Article
ISSN: 1673-7407
DOI: 10.1007/s11709-009-0012-7

No coin nor oath required. For personal study only.

📜 SIMILAR VOLUMES

Stress-Strain Behavior of Concrete in Hy

Stress-Strain Behavior of Concrete in Hybrid FRP-Concrete-Steel Double-Skin Tubular Columns

✍ Yu, T.; Teng, J. G.; Wong, Y. L. 📂 Article 📅 2010 🏛 American Society of Civil Engineers 🌐 English ⚖ 511 KB

Fire performance of self-consolidating c

Fire performance of self-consolidating concrete filled double skin steel tubular columns: Experiments

✍ Hui Lu; Lin-Hai Han; Xiao-Ling Zhao 📂 Article 📅 2010 🏛 Elsevier Science 🌐 English ⚖ 802 KB

Eliminating Shrinkage Effect from Moment

Eliminating Shrinkage Effect from Moment Curvature and Tension Stiffening Relationships of Reinforced Concrete Members

✍ Kaklauskas, Gintaris; Gribniak, Viktor 📂 Article 📅 2011 🏛 American Society of Civil Engineers 🌐 English ⚖ 920 KB

Behavior of Hybrid FRP-Concrete-Steel Do

Behavior of Hybrid FRP-Concrete-Steel Double-Skin Tubular Columns with a Square Outer Tube and a Circular Inner Tube Subjected to Axial Compression

✍ Yu, T.; Teng, J. G. 📂 Article 📅 2013 🏛 American Society of Civil Engineers 🌐 English ⚖ 903 KB

Behavior of concrete-filled double skin

Behavior of concrete-filled double skin steel tubular columns with octagon section under axial compression

✍ Yang, Junjie ;Xu, Hanyong ;Peng, Guojun 📂 Article 📅 2008 🏛 Higher Education Press and Springer 🌐 English ⚖ 219 KB

Behaviour of concrete-filled double skin

Behaviour of concrete-filled double skin (CHS inner and CHS outer) steel tubular stub columns and beam-columns

✍ Zhong Tao; Lin-Hai Han; Xiao-Ling Zhao 📂 Article 📅 2004 🏛 Elsevier Science 🌐 English ⚖ 952 KB

A series of tests on concrete filled double skin steel tubular (CFDST) stub columns ( 14) and beam-columns (12) were carried out. Both outer and inner tubes were circular hollow sections (CHS). The main experimental parameters for stub columns were the diameter-tothickness ratio and hollow section r