A Study on the Bending and Seismic Performance of High Performance Cold Forming Composite Beam
- 1. KOREATECH, Department of Architectural Engineering (Korea, Republic of)
- 2. The Naeun Structural Engineering (Korea, Republic of)
- 3. KOREATECH, School of Design and Architectural Engineering (Korea, Republic of)
Description
Nowadays, the researches about composite structure system are being implemented in various fields, and many steel structures are designed based on that. In this study, the bending and seismic performance of the newly developed high-performance cold forming composite beam are evaluated by several experiments. As a result of the bending performance test, the bending moment of beam was increased stably depending on the depth and plate thickness of beam, and it is considered that the bending moment can be evaluated by the equation of a composite beam design. As a result of the seismic performance test, it was verified that sufficient seismic performance was obtained despite the increase of a negative moment rebar and depth of beam. In addition, the nominal bending moment has obtained the strength above the plastic bending moment, and also the plastic rotation angle has satisfied the requirement of composite intermediate moment frame.
Additional details
Identifiers
Publishing Information
- Journal Title
- International Journal of Steel Structures
- Journal Volume
- 18
- Journal Issue
- 5
- Journal Page Range
- p. 1772-1783
- ISSN
- 1598-2351
INIS
- Country of Publication
- Korea, Republic of
- Country of Input or Organization
- International Atomic Energy Agency (IAEA)
- INIS RN
- 54088779
- Subject category
- S36: MATERIALS SCIENCE;
- Descriptors DEI
- DESIGN; PERFORMANCE; PLASTICS; PLATES; ROTATION; STEELS; THICKNESS
- Descriptors DEC
- ALLOYS; CARBON ADDITIONS; DIMENSIONS; IRON ALLOYS; IRON BASE ALLOYS; MATERIALS; MOTION; ORGANIC COMPOUNDS; ORGANIC POLYMERS; PETROCHEMICALS; PETROLEUM PRODUCTS; POLYMERS; SYNTHETIC MATERIALS; TRANSITION ELEMENT ALLOYS
Optional Information
- Copyright
- Copyright (c) 2018 Korean Society of Steel Construction