Hassan, A.M.T., Jones, S.W. and Mahmud, G.H. (2012) Experimental Test Methods to Determine the Uniaxial Tensile and Compressive Behaviour of Ultra High Performance Fibre Reinforced Concrete (UHPFRC). Construction and Building Materials, 37, 874-882.
https://doi.org/10.1016/j.conbuildmat.2012.04.030

has been cited by the following article:

• TITLE: RC Frame-Prefabricated HPFRCC Energy Wall Structure System Energy Distribution Research

  AUTHORS: Yiting Chen

  KEYWORDS: Reinforced Concrete Frame Construction, HPFRCC Material, Assembly Energy Dissipation Wall, Seismic Performance, Hysteresis Energy Dissipation Distribution

  JOURNAL NAME: World Journal of Engineering and Technology, Vol.12 No.4, November 14, 2024

  ABSTRACT: The weak layer of steel concrete (RC) frame structure is easy to destroy under the action of the earthquake, the damage mechanism is more difficult to control. Severe damage to the building structure after the earthquake, resulting in too high repair costs or having to dismantle and rebuild. In order to improve and enhance the anti-seismic performance of the RC framework structure, energy consumption devices are added between the frame columns to achieve the effect of reducing the RC frame structure damage and improving the seismic performance of the RC frame structure. In this article, high-performance fiber-enhanced cement base composite materials fabricated energy consumption walls are prepared in the RC frame structure to form a new type of seismic structure system of RC frame-prefabricated HPFRCC energy consumption wall. This article uses the power timing analysis of the ABAQUS finite element software to study the anti-seismic performance, influencing factors and energy consumption distribution of the RC frame-prefabricated HPFRCC energy wall structural system.