A column test was performed far a new-type column with a quasi static test. An internally confined hollow reinforced concrete column with a corrugated steel tube (ICH RC-CT column) was tested to evaluate its seismic performance. And also, a general solid RC column was tested fur the comparison. The test was performed as planned drift levels. The lateral displacements and the lateral loads of column specimens were measured during tests. From the test results, the ICH RC-CT column showed smaller energy absorbing capacity than a solid RC column but showed the almost equal energy ductility and equivalent viscous damping ratio to those of the solid RC column.파형강관으로 내부 구속된 중공 철근콘크리트 기둥(파형강관 내부 구속 중공 RC 기둥, ICH RC-CT column ; Internally Confined H...
This paper presents the seismic behavior of hollow-core fiber-reinforced polymer (FRP)-concrete-stee...
This thesis has studied the seismic behavior of FRP-Wrapped Spiral Corrugated Tube (FWSCT) confined ...
To resist large deformability demand due to earthquake attack, high-strength concrete (HSC) columns ...
In order to reduce the self-weight of RC buildings and increase cost-savings, the seismic performanc...
[[abstract]]To improve the seismic performances of reinforced concrete (RC) bridge columns and to pr...
This thesis describes a research program designed to investigate the seismic performance of square c...
This paper presents the experimental results from nine full-scale concrete-filled double-skin tubula...
This article presents dynamic tests of three damage-resistant segmental hollow-core bridge columns w...
This paper experimentally investigates the seismic behavior of three large-scale hollow-core fiber-r...
An experimental program that investigated the seismic performance of concrete-filled square steel tu...
In order to eliminate buckling in thin-walled steel tube confined reinforced concrete (RC) columns, ...
This paper presents an experimental study undertaken to investigate the seismic behavior of square a...
The seismic behavior of circular concrete-filled steel tube (CFST) columns with inner latticed steel...
Inclined concrete-filled steel tube (CFST) columns in a diagrid structure system can efficiently car...
This paper deals with an experimental study on seismic performance of a new type of exterior RCS con...
This paper presents the seismic behavior of hollow-core fiber-reinforced polymer (FRP)-concrete-stee...
This thesis has studied the seismic behavior of FRP-Wrapped Spiral Corrugated Tube (FWSCT) confined ...
To resist large deformability demand due to earthquake attack, high-strength concrete (HSC) columns ...
In order to reduce the self-weight of RC buildings and increase cost-savings, the seismic performanc...
[[abstract]]To improve the seismic performances of reinforced concrete (RC) bridge columns and to pr...
This thesis describes a research program designed to investigate the seismic performance of square c...
This paper presents the experimental results from nine full-scale concrete-filled double-skin tubula...
This article presents dynamic tests of three damage-resistant segmental hollow-core bridge columns w...
This paper experimentally investigates the seismic behavior of three large-scale hollow-core fiber-r...
An experimental program that investigated the seismic performance of concrete-filled square steel tu...
In order to eliminate buckling in thin-walled steel tube confined reinforced concrete (RC) columns, ...
This paper presents an experimental study undertaken to investigate the seismic behavior of square a...
The seismic behavior of circular concrete-filled steel tube (CFST) columns with inner latticed steel...
Inclined concrete-filled steel tube (CFST) columns in a diagrid structure system can efficiently car...
This paper deals with an experimental study on seismic performance of a new type of exterior RCS con...
This paper presents the seismic behavior of hollow-core fiber-reinforced polymer (FRP)-concrete-stee...
This thesis has studied the seismic behavior of FRP-Wrapped Spiral Corrugated Tube (FWSCT) confined ...
To resist large deformability demand due to earthquake attack, high-strength concrete (HSC) columns ...