Shaking Table Test of Reinforced Concrete Frame-Wall Model

Hao Zhang; Bing Li; Xu Li; De Bin Wang

doi:10.4028/www.scientific.net/AMM.580-583.1467

Paper Titles

Research Advances in Seismic Behaviors of Shear Wall with Opening
p.1443

Response Modification Factor for Y-Eccentric-Braced Steel Frame Structures Designed Based on Chinese Code
p.1449

Seismic Performance of the Reinforced Concrete Frame Structures with Infilled Walls of Different Configuration
p.1458

Shaking Table Test Analysis of Bottom-Business Multi-Story Masonry Structure in Small and Middle Towns in the Southward
p.1463

Shaking Table Test of Reinforced Concrete Frame-Wall Model
p.1467

Analysis on Self-Centering Capacity of Prefabricated Frame Joints
p.1471

The Effect of Damping on Seismic Performance of Steel Frame
p.1477

The Influence Analysis of Mechanical Behavior between Pile and Soil on End Bearing Pile Foundation’s Dynamic Characteristic
p.1481

The Present Situation of Rural Housing and the Seismic Performance Analysis
p.1486

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 580-583Shaking Table Test of Reinforced Concrete...

Shaking Table Test of Reinforced Concrete Frame-Wall Model

Abstract:

A 1/5 scaled three-story RC (reinforced concrete) frame-wall model was modeled in microconcrete and fine wire and carried out on the shaking table. The main objective of this paper aimed to investigate the dynamic characteristics, the seismic responses, and the failure mechanisms of the model, also concentrated on the strain rate of concrete on structural members under seismic action. Based on the test results, some significant conclusions are obtained for engineering practice.