Compressive Characteristics with Variation of Length of Shear Connections for Steel-Plate Concrete Structures Adding Hwangtho

Ho Young Park; Byong Jeong Choi

doi:10.4028/www.scientific.net/AMR.1021.140

Paper Titles

The Dynamic Measuring Method of Nondestructive Testing the Overall Performance of Some Frame Shear Wall Structure
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Finite Element Analysis of Mechanical Properties of Reinforced Concrete Cross-Shaped Column Node
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Experimental Research of Recycled Tires-Asphalt Sands Base Isolation Device for Low-Raise Masonry Structure under Vibrating Load
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Viscous Dampers Utilized at an Operating Electronic Facility for Reducing Seismic Risk
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Compressive Characteristics with Variation of Length of Shear Connections for Steel-Plate Concrete Structures Adding Hwangtho
p.140

Evaluation of Flexural Strength about Shape of the Steel Plate-Concrete Composite Beam with Bolt
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Numerical Analysis of Tension-Type Stress - Concentration Cable and Stress-Dispersed Cable
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Research on Seismic Strengthening with the Performance of the Dynamic Measurement Method
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Research on Building Construction with Application and Analysis of Total Float in the Activity-on-Arrow Network
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HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 1021Compressive Characteristics with Variation of...

Compressive Characteristics with Variation of Length of Shear Connections for Steel-Plate Concrete Structures Adding Hwangtho

Abstract:

In the study, as an attempt to apply to the general low-rise structure among the developed SC structure systems for special structure, a usability test was planned by replacing the existing concrete of SC structure with red clay (Hwangtho) for weight lightening and eco-friendly structure with less carbon dioxide. Also, a comparison between the test result and the domestic standard KEPIC-SNG was made. As a result of the test, compression strength of the red clay added specimen showed 4~20% more stable result compared to the KEPIC-SNG.