Axial load behavior of stiffened concrete-filled steel columns
YK Yeh, GY Liu, HT Hu, SH Wang… - Journal of structural …, 2002 - ascelibrary.org
This study investigates the axial load behavior of concrete-filled steel tubular (CFT) columns
with the width-to-thickness ratios between 40 and 150, and proposes an effective stiffening …
with the width-to-thickness ratios between 40 and 150, and proposes an effective stiffening …
Axial load behavior of stiffened concrete-filled steel columns
CS Huang, YK Yeh, GY Liu, HT Hu… - JOURNAL OF …, 2002 - ir.lib.nycu.edu.tw
This study investigates the axial load behavior of concrete-filled steel tubular (CFT) columns
with the width-to-thickness ratios between 40 and 150, and proposes an effective stiffening …
with the width-to-thickness ratios between 40 and 150, and proposes an effective stiffening …
[引用][C] Axial load behavior of Stiffered concrete-filled steel Columns
CS HUANG, YK YEH, GY LIU, HT HU… - Journal of structural …, 2002 - pascal-francis.inist.fr
Axial load behavior of Stiffered concrete-filled steel Columns CNRS Inist Pascal-Francis CNRS
Pascal and Francis Bibliographic Databases Simple search Advanced search Search by …
Pascal and Francis Bibliographic Databases Simple search Advanced search Search by …
Axial load behavior of stiffened concrete-filled steel columns
CS Huang, YK Yeh, GY Liu, HT Hu… - Journal of …, 2002 - researchoutput.ncku.edu.tw
This study investigates the axial load behavior of concrete-filled steel tubular (CFT) columns
with the width-to-thickness ratios between 40 and 150, and proposes an effective stiffening …
with the width-to-thickness ratios between 40 and 150, and proposes an effective stiffening …
[PDF][PDF] Axial Load Behavior of Stiffened Concrete-Filled Steel Columns
CS Huang, YK Yeh, GY Liu, HT Hu… - JOURNAL OF …, 2002 - casalab.civil.ncku.edu.tw
This study investigates the axial load behavior of concrete-filled steel tubular CFT columns
with the width-to-thickness ratios between 40 and 150, and proposes an effective stiffening …
with the width-to-thickness ratios between 40 and 150, and proposes an effective stiffening …
[PDF][PDF] Axial Load Behavior of Stiffened Concrete-Filled Steel Columns
CS Huang, YK Yeh, GY Liu, HT Hu… - JOURNAL OF …, 2002 - researchgate.net
This study investigates the axial load behavior of concrete-filled steel tubular CFT columns
with the width-to-thickness ratios between 40 and 150, and proposes an effective stiffening …
with the width-to-thickness ratios between 40 and 150, and proposes an effective stiffening …
Axial load behavior of stiffened concrete-filled steel columns
CS Huang, YK Yeh, GY Liu, HT Hu… - Journal of Structural …, 2002 - scholar.nycu.edu.tw
This study investigates the axial load behavior of concrete-filled steel tubular (CFT) columns
with the width-to-thickness ratios between 40 and 150, and proposes an effective stiffening …
with the width-to-thickness ratios between 40 and 150, and proposes an effective stiffening …
AXIAL LOAD BEHAVIOR OF STIFFENED CONCRETE-FILLED STEEL COLUMNS
CS Huang, YK Yeh, GY Liu, HT Hu, KC Tsai… - Journal of Structural …, 2002 - trid.trb.org
This paper studies axial load behavior of concrete-filled steel tubular (CFT) columns with
width-to-thickness ratios between 40 and 150, and proposes an effective stiffening scheme …
width-to-thickness ratios between 40 and 150, and proposes an effective stiffening scheme …
Axial load behavior of stiffened concrete-filled steel columns
CS Huang, YK Yeh, GY Liu, HT Hu… - Journal of Structural …, 2002 - nckur.lib.ncku.edu.tw
This study investigates the axial load behavior of concrete-filled steel tubular (CFT) columns
with the width-to-thickness ratios between 40 and 150, and proposes an effective stiffening …
with the width-to-thickness ratios between 40 and 150, and proposes an effective stiffening …
[PDF][PDF] Axial Load Behavior of Stiffened Concrete-Filled Steel Columns
CS Huang, YK Yeh, GY Liu, HT Hu… - JOURNAL OF …, 2002 - researchgate.net
This study investigates the axial load behavior of concrete-filled steel tubular CFT columns
with the width-to-thickness ratios between 40 and 150, and proposes an effective stiffening …
with the width-to-thickness ratios between 40 and 150, and proposes an effective stiffening …