Title: Experimental Study on Static Loading Capacity of a New Type of Connection between Steel Beam and Concrete Shear Wall
Abstract: To guarantee the safety of structural design, a small scale model for a new type of connection between steel beam and concrete shear wall was designed and tested under monotonic loading. The test results have good match with the analysis results by FEM. Through experimental and FEM analysis, the stress state in the side area of the steel beam and bonding behavior between concrete and embedded jumbo size steel bar are studied. Reliability of the connection system subjected to service load is approved.
Publication Year: 2004
Publication Date: 2004-01-01
Language: en
Type: article
Access and Citation
AI Researcher Chatbot
Get quick answers to your questions about the article from our AI researcher chatbot