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Bending tests for the structural safety assessment of space truss members
Marco Bonopera
*
, Kuo Chun Chang
, Chun Chung Chen
,
Tzu-Kang Lin
, Nerio Tullini
*
Corresponding author for this work
Department of Civil Engineering
Research output
:
Contribution to journal
›
Review article
›
peer-review
27
Scopus citations
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Keyphrases
Aluminum Alloy
33%
Axial Load
33%
Beam-column
100%
Bending Test
100%
Compressive Force
33%
Diagonal Brace
33%
Euler Buckling Load
33%
Flexural Displacement
33%
Flexural Rigidity
33%
Force Measurement
33%
Load Estimation
33%
Non-destructive
33%
Pipe-roof
33%
Prismatic Beam
33%
Rigid Connection
33%
Roof Truss
33%
Scale Space
33%
Second-order Effects
33%
Space Truss
100%
Space Trusses
33%
Static Method
33%
Steel pipe Rack
33%
Structural Safety Assessment
100%
Strut-and-tie Model
33%
Tensile Force
33%
Tension Chord Model
33%
Total Displacement
33%
Transverse Load
33%
Engineering
Axial Load
33%
Beam-Column
100%
Bending Tests
100%
Buckling Load
33%
Buckling of Column
33%
Compressive Force
33%
Cross Section
33%
Diagonal Brace
33%
Flexural Rigidity
33%
Pipe Racks
33%
Scale Space
33%
Space Truss
100%
Static Method
33%
Steel Pipe
33%
Structural Safety
100%
Tensile Force
33%
Truss
66%