Highly Damage-Tolerant Beam-Column Joints Through Use of High-Performance Fiber-Reinforced Cement Composites

By G. Parra-Montesinos, Sean W. Peterfreund, S. Chao. 2005

186 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/ded168555bc40a22929ab651796bb707473b9290

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Building and Construction

1. M. Alam
2. Maged A. Youssef
3. D. Oehlers
4. Moncef L. Nehdi
5. Chengqing Wu
6. Nicolas Roussel
7. Togay Ozbakkaloglu
8. A. M. Billah

In Civil and Structural Engineering

1. M. Alam
2. Moncef L. Nehdi
3. Maged A. Youssef
4. D. Oehlers
5. Chengqing Wu
6. Togay Ozbakkaloglu
7. A. M. Billah

Citations in the corpus

• Blast testing of ultra-high performance fibre and FRP-retrofitted concrete slabs (2009, methodology): “UHPFC has been used in structural elements to resist extreme earthquake effects [10], blast loads and ballistic”
• Experimental Investigation on the Seismic Behavior of Beam-Column Joints Reinforced with Superelastic Shape Memory Alloys (2008, background): “…Aboutaha, 2003], use of additional diagonal bars at the joint can result in enhanced strength and improved bond condition in the joint [Au et al., 2005], use of high performance fiber-reinforced cement composites at the joint area can improve the damage tolerance [Parra-Montesinos et al., 2005].”