Performance-Based Pushover Analysis for Reinforced Concrete Frame

Hui Zhi Zhang; Xiu Qin Cui

doi:10.4028/www.scientific.net/AMR.255-260.2426

Paper Titles

Study on Reconstruction Program of Cereals Infrastructure after the Wenchuan Earthquake - with the City of Mianyang for Example
p.2404

Comparison between Supporting Structure Programs in Deep Foundation of Zhengzhou Exhibition Hotel and Analysis on Monitoring Results
p.2409

Seismic Behaviour Experimental Study of the D-Type Energy Dissipating Eccentrically Brace
p.2414

Seismic Performance Evaluation for Steel Reinforced Concrete Frame Structures
p.2421

Performance-Based Pushover Analysis for Reinforced Concrete Frame
p.2426

Experimental Study on Direct Performance-Based Behaviour of High-Performance Concrete Shear Walls
p.2434

Experimental Investigation on Seismic Behaviors of High-Performance Concrete Shear Walls of Rectangular Section
p.2439

Experimental Study of Uniaxial Tensile of High Performance Ductile Engineered Cementitious Composites
p.2444

Analysis on Stress of Inner Steels of Isolator with Large Diameter and Low IRHD Rubber under the Condition of Large Horizontal Deformation
p.2449

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 255-260Performance-Based Pushover Analysis for Reinforced...

Performance-Based Pushover Analysis for Reinforced Concrete Frame

Abstract:

For more reasonable and convenient evaluating structure seismic performance,static elasto-plastic analysis of reinforced concrete frame is presented by pushover with different lateral load distributing modes including uniform distribution, inverted triangle distribution and self-adaption distribution adopted, custom plastic hinge, bending moment-curvity relation and bending moment-axial force correlation of each member section are acquired by Response2000, and time history analysis is used to reinforced concrete frame. It is revealed that the presented method is easy and feasiable, and can generatee stable result.