☆ 4.7 Article

Behavior of reinforced concrete columns with double spirals under axial and eccentric loads

JOURNAL OF BUILDING ENGINEERING (2022)

Related references

Note: Only part of the references are listed.

Article Construction & Building Technology

Seismic performance of angle-steel reinforced concrete columns confined with spiral reinforcement

Chunheng Zhou et al.

Summary: This study investigated the seismic performance of angle-steel reinforced concrete columns internally confined by spiral reinforcement (SCARC) through cyclic loading tests. The results showed that SCARC columns exhibited improved hysteresis characteristics, peak strength, ductility, and energy dissipation capacity compared to angle-steel reinforced concrete columns. The developed hysteretic model provided a reliable prediction of SCARC columns under cyclic loading.

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2021)

Add to Collection

Article Engineering, Civil

Seismic performance of square concrete columns reinforced with grade 600 MPa longitudinal and transverse reinforcement steel under high axial load

Qingxuan Shi et al.

Summary: This study investigated the seismic behavior of square concrete columns reinforced with Grade 600 MPa steel, and specified the service strength of Grade 600 MPa longitudinal bars by conducting tests on high-strength reinforced concrete cantilever columns. A new configuration of transverse reinforcement was proposed and applied in the specimens, achieving satisfactory seismic performance according to Chinese code GB 50011-2010. The study also provided design suggestions for ensuring seismic performance of these columns, extending the method for determining seismic bending moment capacity of RC column based on confined concrete theory.

STRUCTURES (2021)

Add to Collection

Article Construction & Building Technology

Stress strain performance of steel spiral confined recycled aggregate concrete

Muhammad Junaid Munir et al.

CEMENT & CONCRETE COMPOSITES (2020)

Add to Collection

Article Engineering, Civil

A path dependent stress-strain model for concrete-filled-steel-tube column

M. H. Lai et al.

ENGINEERING STRUCTURES (2020)

Add to Collection

Article Engineering, Civil

A path dependent constitutive model for CFFT column

J. C. M. Ho et al.

ENGINEERING STRUCTURES (2020)

Add to Collection

Article Mechanics

Dynamic stability response of truncated nanocomposite conical shell with magnetostrictive face sheets utilizing higher order theory of sandwich panels

Behrooz Keshtegar et al.

EUROPEAN JOURNAL OF MECHANICS A-SOLIDS (2020)

Add to Collection

Article Materials Science, Multidisciplinary

Seismic Performance of Recycled Concrete Filled Circular Steel Tube Columns

Dingyi Xu et al.

FRONTIERS IN MATERIALS (2020)

Add to Collection

Article Construction & Building Technology

Uniaxial behavior of circular ultra-high-performance fiber-reinforced concrete columns confined by spiral reinforcement

Hyun-Oh Shin et al.

CONSTRUCTION AND BUILDING MATERIALS (2018)

Add to Collection

Article Engineering, Civil

Stress-strain model for confined concrete with corroded transverse reinforcement

Ngoc Son Vu et al.

ENGINEERING STRUCTURES (2017)

Add to Collection

Article Engineering, Civil

Experimental study of cyclic behavior of high-strength reinforced concrete columns with different transverse reinforcement detailing configurations

Wen-Cheng Liao et al.

ENGINEERING STRUCTURES (2017)

Add to Collection

Article Construction & Building Technology

Behaviour of high-strength concrete columns confined by spiral reinforcement under uniaxial compression

Wang Weilun et al.

CONSTRUCTION AND BUILDING MATERIALS (2017)

Add to Collection

Article Engineering, Civil

Axial and lateral stress-strain model for circular concrete-filled steel tubes with external steel confinement

A. K. H. Kwan et al.

ENGINEERING STRUCTURES (2016)

Add to Collection

Article Construction & Building Technology

Axial and lateral stress-strain model for concrete-filled steel tubes

A. K. H. Kwan et al.

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2016)

Add to Collection

Article Construction & Building Technology

Effect of continuous spirals on uni-axial strength and ductility of CFST columns

M. H. Lai et al.

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2015)

Add to Collection

Article Engineering, Civil

Cyclic loading test for reinforced concrete columns with continuous rectangular and polygonal hoops

Tae-Sung Eom et al.

ENGINEERING STRUCTURES (2014)

Add to Collection

Article Construction & Building Technology

Eccentric Axial Load Capacity of High-Strength Steel-Concrete Composite Columns of Various Sectional Shapes

Chang-Soo Kim et al.

JOURNAL OF STRUCTURAL ENGINEERING (2014)

Add to Collection

Article Construction & Building Technology

Shear tests of reinforced concrete beams with continuous rectangular spiral reinforcement

Chris G. Karayannis et al.

CONSTRUCTION AND BUILDING MATERIALS (2013)

Add to Collection

Article Engineering, Civil

Effectiveness of spirally shaped stirrups in reinforced concrete beams

Wouter De Corte et al.

ENGINEERING STRUCTURES (2013)

Add to Collection

Article Construction & Building Technology

Axial strength and ductility of square composite columns with two interlocking spirals

Tsu-Han Shih et al.

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2013)

Add to Collection

Article Construction & Building Technology

Behavior of corrosion damaged circular reinforced concrete columns under cyclic loading

Ying Ma et al.

CONSTRUCTION AND BUILDING MATERIALS (2012)

Add to Collection

Article Construction & Building Technology

Experimental behavior of circular concrete columns under reversed cyclic loading

Riyadh Hindi et al.

CONSTRUCTION AND BUILDING MATERIALS (2008)

Add to Collection

© Peeref 2019-2024. All rights reserved.