Design of rectangular openings in precast walls under vertical loads

PCI Journal

Volumn 47, Issue 1, 2002, Pages 50-67

  Allen, Michael G ^a   Kurama, Yahya C ^a  

^a DEGENKOLB ENGINEERS   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

CRACK INITIATION; REINFORCEMENT; STEEL; STRUCTURAL LOADS; TENSILE STRESS; WALLS (STRUCTURAL PARTITIONS);

PRECAST WALLS; VERTICAL LOADS;

PRECAST CONCRETE;

EID: 0036294307     PISSN: 08879672     EISSN: None     Source Type: Journal    
DOI: 10.15554/pcij.01012002.50.67     Document Type: Article

References (11)

1. Seismic behavior and design of unbonded post-tensioned precast concrete walls
2. Lateral load behavior and seismic design of unbonded post-tensioned precast concrete walls
3. Preliminary results and conclusions from the PRESSS five-story precast concrete test building
4. Design of rectangular openings in precast walls under combined vertical and lateral loads
5. Simplified seismic design approach for friction-damped unbonded post-tensioned precast concrete walls
6. Theoretical stress-strain model for confined concrete