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- 624.1 133
- Structural engineering -- Periodicals 133
- Advanced analysis -- Shear strains -- Timoshenko theory -- Von Mises criterion -- Distributed plasticity 1
- Anchorage zone -- Bursting force -- Post-tensioned -- Transverse tensile stress -- Experimental -- Mathematical -- Computer simulation 1
- Ancient palace-style timber buildings -- Dou-Gong bracket -- Hysteretic behaviors -- Reinforcement -- FE analyses 1
- Approach slab -- GFRP bars -- Boating infrastructure -- In-situ loading test 1
- Artificial neural networks -- UHPFRC -- Compressive strength -- Concrete materials -- Silica fume -- Fiber aspect ratio -- Soft computing 1
- As Area of a non-corroded steel bar, (mm2) -- Af Area of one layer of CFRP, (mm2) -- Ac Cross-sectional area of the replaced concrete cover, (mm2) -- N Number of CFRP layers -- a Depth of the effective compression block in a concrete beam, (mm) -- b Width of the beam, (mm) -- x Depth from top to the neutral axis, (mm) -- hc Full depth of the beam, (mm) -- d Effective depth (from top to the tension steel), (mm) -- C The sum of tension forces, (kN) -- C The sum of compression forces, (kN) -- Ts Tensile force in the tension steel, (kN) -- Tf Tensile force in CFRP, (kN) -- Tct Tensile force in the replaced concrete cover, (kN) -- Cc Compression force in concrete, (kN) -- fc′ Compressive strength of the concrete, (MPa) -- fy Yield stress in tension steel, (MPa) -- fyc Yield stress in the corroded tension steel, (MPa) -- fut Tensile stress in the replaced concrete cover, (MPa) -- Ef Modulus of elasticity of CFRP, (GPa) -- Es Steel modulus of elasticity, (GPa) -- Ec Concrete modulus of elasticity, (GPa) -- εf Actual strain in CFRP -- εs Actual tensile strain in the steel -- Εc Actual compressive strain in the concrete -- εy Yield strain in steel -- εfr Rupture strain in the CFRP -- εfd Debonding strain in the CFRP -- N Number of CFRP layers -- β1 Factor relating depth of equivalent rectangular compressive stress block to neutral axis depth 1
- Assembled steel–concrete composite beam -- Local laminated joint -- Constructional factors -- Shear performance -- Design recommendations 1
- Axial loading -- Experimental database -- Modeling -- Reinforced concrete-filled steel tube -- Peak strength 1