Seismic Design of Unbonded Post-Tensioned Precast Concrete Walls with Supplemental Viscous Damping

By Yahya C. Kurama. 2000

176 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/980b024795b4feeee3b895a90aef7c4a8c5baf29

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. Yahya C. Kurama
2. M. McGinnis
3. Brian J. Smith

In Civil and Structural Engineering

1. Yahya C. Kurama
2. M. McGinnis
3. Brian J. Smith

Citations in the corpus

• Seismic-Resistant Precast Concrete Structures: State of the Art (2018, background): “Because of the low energy-dissipation capacity associated with unbonded PT connections, a number of researchers have investigated the use of supplemental energy dissipation components in uncoupled precast walls (Kurama 2000, 2001; Ajrab et al. 2004; Restrepo and Rahman 2007; Marriott et al. 2008).”
• Behavior of Precast Concrete Shear Walls for Seismic Regions: Comparison of Hybrid and Emulative Specimens (2013, background): “…energy dissipation (Kurama et al. 2002; Perez et al. 2007; Restrepo 2003), and posttensioned walls with supplemental energy dissipation to reduce the seismic displacements (Priestley et al. 1999; Perez et al. 2004; Kurama 2000, 2001; Ajrab et al. 2004; Marriott et al. 2008; Hamid and Mander 2010).”