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  1. Frontiers of Architecture and Civil Engineering in China
  2. Frontiers of Architecture and Civil Engineering in China : Volume 5
  3. Frontiers of Architecture and Civil Engineering in China : Volume 5, Issue 3, September 2011
  4. Static behavior of planar intersecting CFST connection in diagrid structure
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Frontiers of Architecture and Civil Engineering in China : Volume 11
Frontiers of Architecture and Civil Engineering in China : Volume 10
Frontiers of Architecture and Civil Engineering in China : Volume 9
Frontiers of Architecture and Civil Engineering in China : Volume 8
Frontiers of Architecture and Civil Engineering in China : Volume 7
Frontiers of Architecture and Civil Engineering in China : Volume 6
Frontiers of Architecture and Civil Engineering in China : Volume 5
Frontiers of Architecture and Civil Engineering in China : Volume 5, Issue 4, December 2011
Frontiers of Architecture and Civil Engineering in China : Volume 5, Issue 3, September 2011
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Estimation of load and resistance factors using the third-moment method based on the 3P-lognormal distribution
Seismic tests of post-tensioned self-centering building frames with column and slab restraints
Experimental study and numerical simulation on compressive buckling behavior of thin steel skins in unilateral contact with rigid constraints
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Static behavior of planar intersecting CFST connection in diagrid structure
Experimental investigation and design of aluminum columns with longitudinal welds
Assessment of bridge expansion joints using long-term displacement measurement under changing environmental conditions
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Frontiers of Architecture and Civil Engineering in China : Volume 5, Issue 2, June 2011
Frontiers of Architecture and Civil Engineering in China : Volume 5, Issue 1, March 2011
Frontiers of Architecture and Civil Engineering in China : Volume 4
Frontiers of Architecture and Civil Engineering in China : Volume 3
Frontiers of Architecture and Civil Engineering in China : Volume 2
Frontiers of Architecture and Civil Engineering in China : Volume 1

Static behavior of planar intersecting CFST connection in diagrid structure

Content Provider Springer Nature Link
Author Li, Ling Zhao, Xianzhong Ke, Ke
Copyright Year 2011
Abstract Intersecting connection plays an important role in the new diagrid structural system for high-rise buildings. To investigate the static behavior of the intersecting connection of concrete-filled steel tubular (CFST) columns, a typical reduced-scale planner connection specimen is tested under monotonic axial compression. The failure modes, force mechanism and bearing capacity of intersecting CFST connections are analyzed further in the follow-up numerical simulation, considering influences of intersecting angle, elliptical plate and ring plate. Test and simulation results prove that, intersecting connection can develop fully plastic deformation and provide sufficient bearing capacity. Parametric analysis indicates that bearing capacity of planar intersecting CFST connection mainly depends on intersecting angle and thickness of elliptical plate, while the ring plate affects that little. Capacity estimation method for planar intersecting CFST connection is proposed basing on the capacity of the critical section which is located near intersecting center for a distance of steel tube radius, and the design suggestions is provided in the end of this paper.
Starting Page 355
Ending Page 365
Page Count 11
File Format PDF
ISSN 16737407
Journal Frontiers of Architecture and Civil Engineering in China
Volume Number 5
Issue Number 3
e-ISSN 16737512
Language English
Publisher SP Higher Education Press
Publisher Date 2011-09-11
Publisher Institution Chinese Universities
Publisher Place Heidelberg
Access Restriction Subscribed
Subject Keyword diagrid structure concrete-filled steel tube planar intersecting connection experimental research mechanism analysis Cities, Countries, Regions Civil Engineering
Content Type Text
Resource Type Article
Subject Architecture Civil and Structural Engineering
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