4.5 Article

Seismic Performance of Steel tube-reinforced Steel Fiber high-strength Concrete Columns with ultra-high Strength Steel Bars

Related references

Note: Only part of the references are listed.
Article Engineering, Civil

Column base joint made with ultrahigh-strength steel bars and steel tubular: An experimental study

Ben Mou et al.

Summary: The study investigates the seismic behavior of concrete-filled steel tubular column base joints with implanted ultrahigh-strength reinforcing bars. Results show that axial force is the main parameter to improve flexural capacity, and the tested specimens demonstrate good ductility behavior. The calculated flexural capacity matches well with test results, with a ratio between 0.967 and 1.059 and an absolute relative error between 0.131% and 5.595%.

ENGINEERING STRUCTURES (2021)

Article Engineering, Civil

Seismic behavior of high-strength concrete columns reinforced with high- strength steel bars

Jianwei Zhang et al.

ENGINEERING STRUCTURES (2020)

Article Construction & Building Technology

Concrete-encased CFST members with circular sections under laterally low velocity impact: Analytical behaviour

Chang-Ming Hu et al.

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2018)

Article Construction & Building Technology

Concrete-encased CFST columns under combined compression and torsion: Analytical behaviour

Shuai Li et al.

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2018)

Article Construction & Building Technology

Concrete-encased CFST columns under combined compression and torsion: Experimental investigation

Qing-Xin Ren et al.

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2017)

Article Construction & Building Technology

Experimental study on hysteretic behavior of composite frames with concrete-encased CFST columns

Kun Wang et al.

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2016)

Article Construction & Building Technology

Behavior of Concrete-Encased CFST Members under Axial Tension

Lin-Hai Han et al.

JOURNAL OF STRUCTURAL ENGINEERING (2016)

Article Construction & Building Technology

Behavior of Concrete-Encased CFST Members under Axial Tension

Lin-Hai Han et al.

JOURNAL OF STRUCTURAL ENGINEERING (2016)

Article Construction & Building Technology

Concrete-Filled Steel Tube Columns Encased with Thin Precast Concrete

Hong-Gun Park et al.

JOURNAL OF STRUCTURAL ENGINEERING (2015)

Article Construction & Building Technology

Concrete-Filled Steel Tube Columns Encased with Thin Precast Concrete

Hong-Gun Park et al.

JOURNAL OF STRUCTURAL ENGINEERING (2015)

Article Engineering, Civil

Seismic behavior and strength capacity of steel tube-reinforced concrete composite columns

Xiaodong Ji et al.

EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS (2014)

Article Construction & Building Technology

Developments and advanced applications of concrete-filled steel tubular (CFST) structures: Members

Lin-Hai Han et al.

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2014)

Article Construction & Building Technology

Behaviour of concrete-encased CFST columns under combined compression and bending

Yu-Feng An et al.

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2014)

Article Construction & Building Technology

Post-fire behaviour of reinforced concrete stub columns confined by circular steel tubes

Faqi Liu et al.

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2014)

Article Construction & Building Technology

Performance of concrete-encased CFST stub columns under axial compression

Lin-Hai Han et al.

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2014)

Article Construction & Building Technology

Flexural performance of concrete-encased concrete-filled steel tubes

Yu-Feng An et al.

MAGAZINE OF CONCRETE RESEARCH (2014)

Article Construction & Building Technology

Behavior of concrete filled steel tubular (CFST) members under lateral impact: Experiment and FEA model

Rui Wang et al.

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2013)

Article Geochemistry & Geophysics

NEW STRUCTURAL SYSTEM FOR EARTHQUAKE RESILIENT DESIGN

Xilin Lu et al.

JOURNAL OF EARTHQUAKE AND TSUNAMI (2013)

Article Construction & Building Technology

Square concrete filled steel tubular (CFST) members under loading and chloride corrosion: Experiments

Lin-Hai Han et al.

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2012)

Article Construction & Building Technology

Behavior and strength of tubed RC stub columns under axial compression

Jiepeng Liu et al.

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2010)

Article Construction & Building Technology

Seismic performance of CFST column to steel beam joint with RC slab: Experiments

Lin-Hai Han et al.

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2010)

Article Construction & Building Technology

Use of High-Strength Bars for the Seismic Performance of High-Strength Concrete Columns

Hassane Ousalem et al.

JOURNAL OF ADVANCED CONCRETE TECHNOLOGY (2009)

Article Construction & Building Technology

Seismic behaviour of concrete-filled steel tubular frame to RC shear wall high-rise mixed structures

Lin-Hai Han et al.

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2009)

Article Construction & Building Technology

Concrete shrinkage and creep in recycled aggregate concrete-filled steel tubes

You Fu Yang et al.

ADVANCES IN STRUCTURAL ENGINEERING (2008)

Article Construction & Building Technology

Effects of heating and loading histories on post-fire cooling behaviour of concrete-filled steel tubular columns

Hua Yang et al.

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2008)

Article Construction & Building Technology

Use of ultra-high-strength bars for seismic performance of rectangular high-strength concrete frame columns

X. Xiao et al.

MAGAZINE OF CONCRETE RESEARCH (2008)

Article Engineering, Civil

Performance of concrete-filled thin-walled steel tubes under pure torsion

Lin-Hai Han et al.

THIN-WALLED STRUCTURES (2007)

Article Construction & Building Technology

Behavior of high strength concrete with and without steel fiber reinforcement in triaxial compression

Xiaobin Lu et al.

CEMENT AND CONCRETE RESEARCH (2006)

Article Construction & Building Technology

Concrete-filled steel tubes subjected to axial compression and lateral cyclic loads

A Fam et al.

JOURNAL OF STRUCTURAL ENGINEERING-ASCE (2004)