Keywords: طراحی ظرفیت; Eccentrically braced frames; Moment–shear interaction; Plastic design; Collapse mechanism; Capacity design; Equivalent moment
مقالات ISI ترجمه شده طراحی ظرفیت
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Keywords: طراحی ظرفیت; Eurocodes; Seismic design; Capacity design; Behaviour factors; Over-strength factors;
Keywords: طراحی ظرفیت; Capacity design; Staggered truss; Friction dampers; Fragility analysis;
Keywords: طراحی ظرفیت; Capacity design; Steel MRFs; Eurocode 8; Plastic mechanism; Collapse
Keywords: طراحی ظرفیت; Lithium-ion capacitors; Cathode; Capacity design; Mass ratio; Pre-lithiation
Keywords: طراحی ظرفیت; ESS, energy storage system; HESS, hybrid energy storage system; MPP, maximum power point; PV, photovoltaic; SCB, supercapacitor bank; VRB, vanadium redox batteryBatteries; Capacity design; Hybrid energy storage; Power generation Dispatch; Solar power gene
Keywords: طراحی ظرفیت; Chevron concentrically braced frames; Seismic response; Capacity design; Stiffness; Ductility demand; Brace buckling
Keywords: طراحی ظرفیت; Algal fuel; Capacity design; Uncertainty; Global sensitivity analysis; CVaR optimization;
Force-based seismic design of mixed CLT/Light-Frame buildings
Keywords: طراحی ظرفیت; Hybrid buildings; Capacity design; Force-based method; Non-linear dynamic analysis; Lightframe timber walls; Cross-laminated panels;
Eurocode conforming design of BRBF - Part I: Proposal for codification
Keywords: طراحی ظرفیت; Buckling restrained braced frames; Eurocode 8; Design procedure; Capacity design; Overstrength;
Ω* method: An alternative to Eurocode 8 procedure for seismic design of X-CBFs
Keywords: طراحی ظرفیت; Concentric braced frames; Capacity design; Slenderness ratio; Overstrength; Dynamic response;
Seismic design criteria for Chevron CBFs: European vs North American codes (Part-1)
Keywords: طراحی ظرفیت; Chevron concentrically braced frames; Eurocode 8; AISC 341; CSA-S16; Capacity design; Seismic design;
Seismic design criteria for chevron CBFs: Proposals for the next EC8 (part-2)
Keywords: طراحی ظرفیت; Chevron concentrically braced frames; Eurocode 8; Capacity design; Bracings; Ductility; Seismic design;
4th Ishihara lecture: Soil–foundation–structure systems beyond conventional seismic failure thresholds
Keywords: طراحی ظرفیت; Performance-based design; Foundation rocking; Bearing capacity failure; Footing uplifting; Nonlinear vibrations; Capacity design; Rocking isolation
Rigid-plastic analysis and moment–shear interaction for hierarchy criteria of inverted Y EB-Frames
Keywords: طراحی ظرفیت; Eccentrically braced frames; Moment–shear interaction; Plastic design; Collapse mechanism; Capacity design
Seismic response of Cfs strap-braced stud walls: Theoretical study
Keywords: طراحی ظرفیت; Behavior factor; Cold-formed steel; Capacity design; Seismic design; Strap-braced walls
Seismic response of Cfs strap-braced stud walls: Experimental investigation
Keywords: طراحی ظرفیت; Behavior factor; Capacity design; Cold-formed steel; Wall tests; Seismic behavior; Strap-braced stud walls
Proposal of modifications to the design provisions of Eurocode 8 for buildings with split K eccentric braces
Keywords: طراحی ظرفیت; Seismic areas; Eccentrically braced frames; Design provisions; Eurocode 8; Capacity design
Optimal capacity design of eccentrically braced steel frameworks using nonlinear response history analysis
Keywords: طراحی ظرفیت; Structural optimization; Seismic design; Capacity design; Steel frames; Eccentrically-braced frames; Nonlinear response history analysis; Multi-objective genetic algorithm
Progressive collapse of 2D framed structures: An analytical model
Keywords: طراحی ظرفیت; Robustness; Capacity design; Framed structures; Progressive collapse
Seismic Capacity Design of RC frames and environment-induced degradation of materials: Any concern?
Keywords: طراحی ظرفیت; Reinforced concrete; Degradation; Carbonation; Corrosion; Seismic design; Capacity Design
Seismic design of concentric braced frames
Keywords: طراحی ظرفیت; Concentric braced frames; Capacity design; Pushover analysis
Case studies on the seismic behavior of reinforced concrete chevron braced framed buildings
Keywords: طراحی ظرفیت; Ductile steel braced frames; Chevron bracing; Reinforced concrete frames; Capacity design; Nonlinear dynamic analysis; Structural performance
Nonlinear behavior of code-designed reinforced concrete concentric braced frames under lateral loading
Keywords: طراحی ظرفیت; Reinforced concrete structures; Concentric braced frames; Dual systems; Capacity design; Seismic design
Problems in applying code-specified capacity design procedures to seismic design of tall piers
Keywords: طراحی ظرفیت; Tall bridge piers; Nonlinear dynamic analysis; Capacity design; Bridges
Plastic design of eccentrically braced frames, II: Failure mode control
Keywords: طراحی ظرفیت; Eccentrically braced frames; Limit design; Collapse mechanism; Capacity design; Static non-linear analysis; Local ductility demands
Quasi-static cyclic tests and plastic hinge analysis of RC structural walls
Keywords: طراحی ظرفیت; Reinforced concrete; Structural walls; Capacity design; Large scale tests; Cyclic behaviour; Local deformations; Plastic hinge analysis
Seismic response of stainless steel braced frames
Keywords: طراحی ظرفیت; Stainless steel; Steel frames; Braces; Seismic design; Capacity design; Pushover; Dynamic analysis
Analysis of change in dynamic properties of a frame-resistant test building
Keywords: طراحی ظرفیت; Non destructive evaluation; Modal testing; Precast concrete; Ductile connections; Capacity design; Shock tests
Comparison between non-linear dynamic analysis performed according to EC8 and elastic and non-linear static analyses
Keywords: طراحی ظرفیت; Dynamic analysis; Non-linear analysis; Natural records; Seismic design; Eurocode 8; Capacity design