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- 624.1 30
- Structural engineering -- Periodicals 30
- AH area of HRPS (mm2) -- AC area of CFPSS (mm2) -- CFPSS cold-formed profiled steel sheet -- d depth of the composite panel (mm) -- D double (nested) CFPSS used in Phase II specimens (CFPSDS) -- EA axial stiffness of the composite panel (N) -- EC Young's modulus for CFPSS (MPa) -- EH Young's modulus for HRPS (MPa) -- EI bending stiffness of the composite panel (N-mm2) -- FC axial force acting at CFPSS (N) -- FH axial force acting at HRSP (N) -- HRSP hot rolled steel plate -- IC moment of inertia for CFPSS (mm4) -- IH moment of inertia for HRPS (mm4) -- k stiffness modulus of bolts (N/mm) -- l effective length (mm) -- l1 shorter length specimen (700 mm) -- l2 moderate length specimen (1200 mm) -- l3 longer length specimen (1700 mm) -- L length of the specimens (mm) -- M external moment (kN-m) -- MC internal resisting bending moment acting at CFPSS (kN-m) -- MH internal resisting bending moment acting at HRSP (kN-m) -- P external load -- P1 average ultimate load in short length specimens (kN) -- P2 average ultimate load in moderate length specimens (kN) -- P3 average ultimate load in longer length specimens (kN) -- s interface slip -- S single CFPSS used in Phase I specimens (CFPSSS) -- SB spacing between bolts (mm) -- fu ultimate strength (N/mm2) -- fy yield strength (N/mm2) -- Z the distance between the two centroids of HRSP and CFPSS -- L/4 higher bolt spacing -- L/6 medium bolt spacing -- L/8 closer bolt spacing -- σcr critical buckling stress 1
- Applied element method -- Thin plate element -- Stiffness matrix -- Poisson effect 1
- Beam curvature -- Bending moment -- Composite beams -- Fiber-reinforced polymer -- Flexural strengthening -- Structural steel 1
- Blast -- RC columns -- SDOF -- Axial load -- LS-DYNA -- Dynamic responses 1
- CFRP -- Concrete -- Beam -- Strip stirrup -- Shear -- Stirrup strain -- Stress limit 1
- Catenary action -- Design -- Numerical modelling -- Restraint forces -- Stainless steel beam 1
- Classification -- Clustering -- Exploratory data analysis -- Machine learning -- Structural performance -- Supervised learning -- Unsupervised learning -- Predictions 1
- Cold-formed steel exterior walls -- Simplified calculation model -- Numerical simulation -- Failure mode -- Lateral deformation 1