Interaction strength for CHS-to-longitudinal plate joints under axial load and in-plane bending moment
H Du Lee, SH Lee, HM Shin, KJ Shin… - 9th International …, 2017 - research.knu.ac.kr
The circular hollow section (CHS) has lots of advantages in excellent structural properties,
architecturally attractive features. Thus, CHSs are used extensively in many applications in
buildings, bridges, towers, and offshore. In CHS, it is necessary to understand the various
complex shape of CHS joint because loads act simultaneously according to joint type. The
use of high-strength steel has been continuously increased, but the current design equation
in AISC 2011 or KBC 2016 limits maximum yield strength 360 MPa. This paper studies an …
architecturally attractive features. Thus, CHSs are used extensively in many applications in
buildings, bridges, towers, and offshore. In CHS, it is necessary to understand the various
complex shape of CHS joint because loads act simultaneously according to joint type. The
use of high-strength steel has been continuously increased, but the current design equation
in AISC 2011 or KBC 2016 limits maximum yield strength 360 MPa. This paper studies an …
[PDF][PDF] INTERACTION STRENGTH FOR CHS-TO-LONGITUDINAL PLATE JOINTS UNDER AXIAL LOAD AND IN-PLANE BENDING MOMENT
HJINKIM SHIN, W KIM - 2017 - scholar.archive.org
The circular hollow section (CHS) has lots of advantages in excellent structural properties,
architecturally attractive features. Thus, CHSs are used extensively in many applications in
buildings, bridges, towers, and offshore. In CHS, it is necessary to understand the various
complex shape of CHS joint because loads act simultaneously according to joint type. The
use of high-strength steel has been continuously increased, but the current design equation
in AISC 2011 or KBC 2016 limits maximum yield strength 360 MPa. This paper studies an …
architecturally attractive features. Thus, CHSs are used extensively in many applications in
buildings, bridges, towers, and offshore. In CHS, it is necessary to understand the various
complex shape of CHS joint because loads act simultaneously according to joint type. The
use of high-strength steel has been continuously increased, but the current design equation
in AISC 2011 or KBC 2016 limits maximum yield strength 360 MPa. This paper studies an …
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