4.7 Article

Numerical performance of blind-bolted demountable square CFST K-joints

相关参考文献

注意:仅列出部分参考文献,下载原文获取全部文献信息。
Article Construction & Building Technology

Numerical investigation of demountable CFST K-joints using blind bolts

Dengyiding Jin et al.

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2019)

Article Construction & Building Technology

Behaviour and design of demountable beam-to-column composite bolted joints with extended end-plates

Jia Wang et al.

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2018)

Article Construction & Building Technology

Design of concrete-filled high strength steel tubular joints subjected to compression

Hai-Ting Li et al.

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2018)

Article Engineering, Civil

Strength and deflection behaviour of cold-formed steel back-to-back channels

Jun Ye et al.

ENGINEERING STRUCTURES (2018)

Article Construction & Building Technology

Behaviour and design of demountable CFST column-column connections under tension

Dongxu Li et al.

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2017)

Article Construction & Building Technology

Behaviour of CFDST chord to CHS brace composite K-joints: Experiments

Chao Hou et al.

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2017)

Article Construction & Building Technology

Pull-out behaviour of blind bolts from concrete-filled tubes

Yusak Oktavianus et al.

PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS (2015)

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

Viability and performance of demountable composite connectors

Muiris C. Moynihan et al.

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2014)

Article Engineering, Civil

Experimental behaviour of square CFST under local bearing forces

You-Fu Yang et al.

THIN-WALLED STRUCTURES (2014)

Article Construction & Building Technology

Experimental investigation of extended end plate joints to concrete-filled steel tubular columns

Jingfeng Wang et al.

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2012)

Article Construction & Building Technology

FE model of beam-to-column extended end-plate joints

Concepcion Diaz et al.

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2011)

Article Construction & Building Technology

Design of Concrete-Filled Stainless Steel Tubular Connections

Ran Feng et al.

ADVANCES IN STRUCTURAL ENGINEERING (2010)

Article Engineering, Civil

Computational modeling of cold-formed steel

B. W. Schafer et al.

THIN-WALLED STRUCTURES (2010)

Article Construction & Building Technology

Residual stresses in cold-rolled stainless steel hollow sections

M. Jandera et al.

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2008)

Article Engineering, Civil

Prediction of residual stresses and strains in cold-formed steel members

Cristopher D. Moen et al.

THIN-WALLED STRUCTURES (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 Engineering, Civil

Feasibility study for blind-bolted connections to concrete-filled circular steel tubular columns

H. M. Goldsworthy et al.

STRUCTURAL ENGINEERING AND MECHANICS (2006)

Article Construction & Building Technology

Seismic behavior of bolted beam-to-column connections for concrete filled steel tube

LY Wu et al.

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2005)

Article Construction & Building Technology

Experimental investigation of the stiffness of critical components in a moment-resisting composite connection

AP Gardner et al.

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2005)

Article Construction & Building Technology

Experimental study on concrete filled square hollow sections

D Lam et al.

STEEL AND COMPOSITE STRUCTURES (2004)

Article Construction & Building Technology

Strength of concrete filled steel box columns incorporating local buckling

B Uy

JOURNAL OF STRUCTURAL ENGINEERING-ASCE (2000)