☆ 4.7 Article

Experimental investigation of the seismic resistance of RC beam-column connections after freeze-thaw cycle treatment

ENGINEERING STRUCTURES (2023)

Related references

Note: Only part of the references are listed.

Article Construction & Building Technology

Seismic performance of square concrete-filled steel tubular columns with diagonal binding ribs

Zheng Zhou et al.

Summary: Testing of four diagonal ribs stiffened SCFST columns under combined axial compression and cyclic lateral load showed that the presence of holes had a slight effect on performance, while the width-to-thickness ratio and axial load ratio significantly influenced cyclic behavior. Verification of an ABAQUS model demonstrated the validity of the plastic stress distribution method for computing interaction strength of short diagonal ribs stiffened SCFST columns across a range of parameters.

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2022)

Add to Collection

Article Engineering, Civil

Cyclic-shear behavior of square thin-walled concrete-filled steel tubular columns with diagonal ribs

Zheng Zhou et al.

Summary: Through experimental testing and numerical modeling, it has been found that stiffeners in the form of diagonal ribs can improve the cyclic-shear behavior of square thin-walled CFST columns, resulting in higher load capacity, better ductility, and larger energy dissipation.

ENGINEERING STRUCTURES (2022)

Add to Collection

Article Green & Sustainable Science & Technology

Deformation Capacity of RC Beam-Column Joints Strengthened with Ferrocement

M. Zardan Araby et al.

Summary: Beam-column joints constructed according to the pre-seismic building code are prone to brittle shear failure. This study designed a brittle beam-column joint with non-seismic building code and strengthened it using ferrocement. The experimental results showed that strengthening with ferrocement improves the performance of the beam-column joint, but does not significantly enhance the load carrying capacity.

SUSTAINABILITY (2022)

Add to Collection

Article Engineering, Civil

Influence of the column-to-beam flexural strength ratio on the failure mode of beam-column connections in RC frames

Gong Maosheng et al.

Summary: The study investigates the failure modes of RC frames with different CBFSRs and finds that the effect of CBFSR on the SCWB failure mode depends on the beam-column connection type and seismic intensity. Recommended CBFSRs are proposed for achieving the designed SCWB failure mode for different types of connections in RC frames under different seismic intensities.

EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION (2021)

Add to Collection

Article Engineering, Civil

Modeling the lateral behavior of freeze-thaw damaged reinforced concrete columns including reinforcement slip and shear effects

Yixin Zhang et al.

Summary: This study focuses on modeling the lateral load-deformation response of reinforced concrete columns subjected to freeze-thaw cycles, considering the effects on flexure, reinforcement slip, and shear. The proposed column response model accurately simulates the cyclic behavior of columns experiencing freeze-thaw cycles, incorporating non-uniform reduction in concrete strength and bond deterioration between steel and concrete.

ENGINEERING STRUCTURES (2021)

Add to Collection

Article Engineering, Civil

Experimental study on the seismic behavior of RC shear walls after freeze-thaw damage

Xian-Liang Rong et al.

ENGINEERING STRUCTURES (2020)

Add to Collection

Article Engineering, Civil

Phenomenological hysteretic model for corroded RC columns

Kuang-Yu Dai et al.

ENGINEERING STRUCTURES (2020)

Add to Collection

Article Engineering, Civil

Simulation and prediction of seismic behaviors for RC columns under freeze-thaw cycles

Dabo Xin et al.

ENGINEERING STRUCTURES (2020)

Add to Collection

Article Engineering, Civil

Seismic behavior of frost-damaged squat RC shear walls under artificial climate environment: a further experimental research

Xian-Liang Rong et al.

ARCHIVES OF CIVIL AND MECHANICAL ENGINEERING (2020)

Add to Collection

Proceedings Paper Materials Science, Multidisciplinary

Role of different types of varying hoops reinforcement in RC beam-column joint performance

Ashish B. Ugale et al.

MATERIALS TODAY-PROCEEDINGS (2020)

Add to Collection

Article Construction & Building Technology

Seismic Behavior Tests of Square Reinforced Concrete-Filled Steel Tube Columns Connected to RC Beam Joints

Dan Gan et al.

JOURNAL OF STRUCTURAL ENGINEERING (2019)

Add to Collection

Article Chemistry, Multidisciplinary

Seismic Performance of Reinforced Concrete Short Columns Subjected to Freeze-Thaw Cycles

Yixin Zhang et al.

APPLIED SCIENCES-BASEL (2019)

Add to Collection

Article Construction & Building Technology

A pilot experimental study on seismic behavior of recycled aggregate concrete columns after freeze-thaw cycles

Kaihua Liu et al.

CONSTRUCTION AND BUILDING MATERIALS (2018)

Add to Collection

Article Engineering, Civil

Multi-scale simulation of freeze-thaw damage to RC column and its restoring force characteristics

Fuyuan Gong et al.

ENGINEERING STRUCTURES (2018)

Add to Collection

Article Engineering, Civil

Simulation of spatially non-uniform frost damage in RC beams under various exposure and confining conditions

Fuyuan Gong et al.

ENGINEERING STRUCTURES (2018)

Add to Collection

Article Engineering, Civil

Flexural behaviour of reinforced concrete beams under freeze-thaw cycles and sustained load

An Duan et al.

STRUCTURE AND INFRASTRUCTURE ENGINEERING (2017)

Add to Collection

Article Construction & Building Technology

Seismic performance of reinforced concrete columns after freeze-thaw cycles

Shanhua Xu et al.

CONSTRUCTION AND BUILDING MATERIALS (2016)

Add to Collection

Article Engineering, Civil

Seismic behaviors of squat reinforced concrete shear walls under freeze-thaw cycles: A pilot experimental study

Wei Yang et al.

ENGINEERING STRUCTURES (2016)

Add to Collection

Article Engineering, Geological

Consideration of aging and SSI effects on seismic vulnerability assessment of RC buildings

K. D. Pitilakis et al.

BULLETIN OF EARTHQUAKE ENGINEERING (2014)

Add to Collection

Proceedings Paper Engineering, Manufacturing

Study on the shear behaviors of RC beams after freeze-thaw cycles

Cao Dafu et al.

MATERIALS SCIENCE, CIVIL ENGINEERING AND ARCHITECTURE SCIENCE, MECHANICAL ENGINEERING AND MANUFACTURING TECHNOLOGY, PTS 1 AND 2 (2014)

Add to Collection

Article Construction & Building Technology

Experimental study of the material and bond properties of frost-damaged concrete

Kamyab Zandi Hanjari et al.

CEMENT AND CONCRETE RESEARCH (2011)

Add to Collection

Article Construction & Building Technology

Effect of freeze-thaw cycles on the stress-strain curves of unconfined and confined concrete

An Duan et al.

MATERIALS AND STRUCTURES (2011)

Add to Collection

Article Engineering, Civil

Modelling exterior beam-column joints for seismic analysis of RC frame structures

Maria J. Favvata et al.

EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS (2008)

Add to Collection

Article Engineering, Civil

Key influence parameters for the joint shear behaviour of reinforced concrete (RC) beam-column connections

Jaehong Kim et al.

ENGINEERING STRUCTURES (2007)

Add to Collection

Article Engineering, Civil

Modeling of cyclic joint shear deformation contributions in RC beam-column connections to overall frame behavior

M Shin et al.

STRUCTURAL ENGINEERING AND MECHANICS (2004)

Add to Collection

Article Construction & Building Technology

Modeling reinforced-concrete beam-column joints subjected to cyclic loading

LN Lowes et al.

JOURNAL OF STRUCTURAL ENGINEERING-ASCE (2003)

Add to Collection

© Peeref 2019-2024. All rights reserved.