Access the full text.
Sign up today, get DeepDyve free for 14 days.
Yao Cui, M. Nakashima (2011)
Hysteretic behavior and strength capacity of shallowly embedded steel column bases with SFRCC slabEarthquake Engineering & Structural Dynamics, 40
(2018)
Finite element analysis on the seismic behavior of roof joints
(2012)
Damage to steel
Z. Chenxiao, Gui-bo Nie, Dai Junwu, X. Zhi (2016)
Experimental studies of the seismic behavior of double-layer lattice space structures I: Experimental verificationEngineering Failure Analysis, 64
M. Constantinou, A. Whittaker, E. Velivasakis (2001)
Seismic Evaluation and Retrofit of the Ataturk International Airport Terminal Building
Gui-bo Nie, X. Zhi, F. Fan, Dai Junwu (2014)
Seismic performance evaluation of single-layer reticulated dome and its fragility analysisJournal of Constructional Steel Research, 100
Martin Manning, H. Falter, Richard Henley, P. Cross, Yasohiko Asaoka, Jonathan Kerry, P. Dallard, Michel Kwok, G. Ho, R. Delaney (2009)
Beijing Airport Terminal 3Steel Construction, 2
R. Plaut (2017)
Snap-through of shallow reticulated domes under unilateral displacement controlInternational Journal of Solids and Structures
K. Ishikawa, Shoji Okubo, Y. Hiyama, S. Kato (2000)
Evaluation Method for Predicting Dynamic Collapse of Double Layer Latticed Space Truss Structures due to Earthquake MotionInternational Journal of Space Structures, 15
Guoying Dai (2010)
Evolution and present updation of ‘Code for seismic design of buildings’Journal of Building Structures
A. Sadeghi (2004)
Horizontal Earthquake Loading and Linear/Nonlinear Seismic Behaviour of Double Layer Barrel VaultsInternational Journal of Space Structures, 19
(1998)
Collapse of semi-rigidly
(2014)
Building Code Requirements for Structural Concrete and Commentary. Indianapolis, IN: American Concrete Institute American Institute of Steel Construction (AISC) (2011) Steel Construction Manual
S. Kato, I. Mutoh, M. Shomura (1998)
Collapse of semi-rigidly jointed reticulated domes with initial geometric imperfectionsJournal of Constructional Steel Research, 48
(2017)
Numerical analysis of seismic behavior of roof joints with loose holes in spatial structures
T. Saka, Y. Taniguchi (1997)
Damage to Spatial Structures by the 1995 Hyogoken-Nanbu Earthquake in JapanInternational Journal of Space Structures, 12
(2019)
Lessons from the seismic behavior
Gui-bo Nie, X. Zhi, F. Fan, J. Dai (2014)
Failure pattern of singe-layer reticulated dome under severe earthquake and its shaking table testInternational Journal of Steel Structures, 14
E. Smith (1984)
Space Truss Nonlinear AnalysisJournal of Structural Engineering-asce, 110
Gui-bo Nie, Chen-xiao Zhang, J. Dai (2018)
Seismic behavior study on a space double-layer lattice structure with a lower supporting structureAdvances in Mechanical Engineering, 10
Yang Yang, B. Spencer, Youming Li, S. Shen (2011)
Seismic Performance of Double-Layer Spherical Reticulated Shell with Replaceable Bar-Type DampersInternational Journal of Space Structures, 26
Ji-chao Li, Z. Qu, Tao Wang (2019)
Lessons from the seismic behavior of a steel grid roof structure heavily damaged in Lushan earthquakeEarthquake Engineering and Engineering Vibration, 18
A. Gresnigt, A. Romeijn, F. Wald, C. Steenhuis (2008)
Column bases in shear and normal force, 53
Y. Matsumoto, S. Yamada, J. Iyama, T. Koyama, S. Kishiki (2012)
Damage to Steel Educational Facilities in the 2011 East Japan Earthquake : Part 1 Outline of the Reconnaissance and Damage to Major Structural Components
(2017)
Numerical analysis of seismic behavior of roof joints with loose holes in spatial structures . Proceeding of Constructional Steel , Japanese Society of Steel Construction
C. Marsh (2000)
Some Observations on Designing Double Layer GridsInternational Journal of Space Structures, 15
(2014)
Effect of support flexibility on
American Institute of Steel Construction (AISC) (2012) Seismic Design Manual
H. Moghaddam (2000)
Seismic Behaviour of Space StructuresInternational Journal of Space Structures, 15
(2008)
Column bases
(2017)
Numerical analysis of seismic behavior of roof joints with loose holes in spatial structures. Proceeding of Constructional Steel
K. Kawaguchi (1997)
A Report on Large Roof Structures Damaged by the Great Hanshin-Awaji EarthquakeInternational Journal of Space Structures, 12
Y. Li, F. Fan, H. Hong (2014)
Effect of support flexibility on seismic responses of a reticulated dome under spatially correlated and coherent excitationsThin-walled Structures, 82
(2015)
Code for design of concrete structures
Jeeho Lee, G. Fenves (1998)
Plastic-Damage Model for Cyclic Loading of Concrete StructuresJournal of Engineering Mechanics-asce, 124
(2010)
Technical specification for space frame structures
X. Zhi, Gui-bo Nie, F. Fan, S. Shen (2012)
Vulnerability and Risk Assessment of Single-Layer Reticulated Domes Subjected to EarthquakesJournal of Structural Engineering-asce, 138
S. Kato, T. Ueki, Y. Mukaiyama (1997)
Study of Dynamic Collapse of Single Layer Reticular Domes Subjected to Earthquake Motion and the Estimation of Statically Equivalent Seismic ForcesInternational Journal of Space Structures, 12
Dassault Systèmes (2012) ABAQUS 6.12-1 Documentation
Yue Guan, L. Virgin, Daniel Helm (2018)
Structural behavior of shallow geodesic lattice domesInternational Journal of Solids and Structures
J. Dai, Z. Qu, Chen-xiao Zhang, X. Weng (2013)
Preliminary investigation of seismic damage to two steel space structures during the 2013 Lushan earthquakeEarthquake Engineering and Engineering Vibration, 12
Zhiwei Yu, X. Zhi, F. Fan, Chengjie Lu (2011)
Effect of substructures upon failure behavior of steel reticulated domes subjected to the severe earthquakeThin-walled Structures, 49
(2001)
Seismic evaluation and retrofit of the Ataturk international airport terminal building. In: Chang PC (ed) Structures Congress
(2011)
Experiment investigation of shear transfer in exposed column base connections
M. Shaheen, K. Tsavdaridis, E. Salem (2017)
Effect of grout properties on shear strength of column base connections: FEA and analytical approachEngineering Structures, 152
A. Hanaor (1995)
Design and Behaviour of Reticulated Spatial Structural SystemsInternational Journal of Space Structures, 26
Roof joint is a critical connection in space truss structures, which connects the upper steel space truss roofs and reinforced concrete structures. Because of its simple structural detailing and easy construction, a typical kind of roof joint is comprised of four embedded anchor rods, a mortar layer, a base plate, and stiffeners are popular in small- to medium-span space truss structures. Among them, base plates with slotted bolt holes are commonly used to release the deformation caused by temperature change or earthquake input. The roof joints were considered either as pinned or rigid connections in the design. In this paper, quasi-static tests investigating the influence of the applied axial force and the shape of bolt holes on the shear resistance and seismic behavior of roof joints were performed. The roof joints exhibited semi-rigid connection behavior and two types of initial resistance mechanisms, sliding and overturning, were observed. With the increase of applied axial force, the behavior of roof joint changes from sliding to overturning. Finally, effective methods to determine the initial resistance mechanism and calculate the ultimate shear strength of roof joints are proposed. These findings and analyses may provide guidelines for roof joint design practice for space truss structures.
Advances in Structural Engineering – SAGE
Published: Jun 1, 2022
Read and print from thousands of top scholarly journals.
Already have an account? Log in
Bookmark this article. You can see your Bookmarks on your DeepDyve Library.
To save an article, log in first, or sign up for a DeepDyve account if you don’t already have one.
Copy and paste the desired citation format or use the link below to download a file formatted for EndNote
Access the full text.
Sign up today, get DeepDyve free for 14 days.
All DeepDyve websites use cookies to improve your online experience. They were placed on your computer when you launched this website. You can change your cookie settings through your browser.