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Design of Pile Caps With Strut-and-Tie Models
"SP-209: ACI Fifth Int Conf Innovations in Design with Emphasis on Seismic, Wind and Environmental Loading, Quality Con", 2002The present ACI Building Code (ACI 318-99) procedure for shear design of pile caps is the same approach used for 2-way slabs. The procedure involves determining a section thickness such that the concrete shear stress is greater than the applied shear stress on the critical section.
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A REFINED STRUT-TIE MODEL APPROACH AND ITS APPLICATION TOOL.
ICE Proceedings, Structures and Buildings, 2000This paper presents a refined strut–tie model approach and its application tool for the analysis and design of structural concrete. In this approach, non-linear techniques are incorporated in the development, analysis and verification processes of a strut–tie model. The additional positioning of concrete ties and steel struts at the locations of steel
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Shear strength evaluation of RC D-Regions based on Single-Panel Strut-and-Tie model
Engineering Structures, 2022Hui Chen, Zhongguo John, Yun Zhou
exaly
Principle of the Strut-and-Tie Model
2017Salah El-Din E. El-Metwally +1 more
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