Myriad convention center floor system reinforcement

American Concrete Institute, ACI Special Publication

Volumn SP-188, Issue , 1999, Pages 1145-1161

  Hogue, Tim ^a   Cornforth, Robert C ^b   Nanni, Antonio ^c  

^a Hogue Engineering Inc ^*  (United States)

^b Cornforth Associates LLC ^*  (United States)

^c MISSOURI UNIVERSITY OF SCIENCE AND TECHNOLOGY   (United States)

Author keywords

Beams; Design; Fiber reinforced polymers; Post tensioning; Strain; Stress

Indexed keywords

CONCRETE BUILDINGS; CONCRETE CONSTRUCTION; FIBER REINFORCED PLASTICS; FLOORS; POLYMER CONCRETE;

CONCRETE CRUSHING; CONVENTION CENTER; FIBER REINFORCED POLYMERS; FLEXURAL DESIGN; FRP REINFORCEMENT; LINEAR INTERPOLATION; SHEAR REINFORCEMENT; STEM DEVELOPMENT;

FIBER REINFORCED CONCRETE;

EID: 0001523509     PISSN: 01932527     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (4)

1. I. Park, R., and Paulay, T. Reinforced Concrete Structures, John Wiley & Sons,NewYork, 1975,pp.12-13.
2. "Building Code Requirements for Structural Concrete (ACI 318-95) and Commentary (ACI 318R-95)," American Concrete Institute, Farmington Hills, MI, 1995.
3. Van Gernert, D. "Special Design Aspects of Adhesive Bonding Plates," Repair and Strengthening of Concrete Members with Adhesive Bonded Plates, SP-165, R. Narayan Swami and Robert Gaul, eds., American Concrete Institute, Farmington Hills, MI, 1996.
4. Luke, P. C. C., Chon, C., and Jirsa, J. O., "Use of Epoxies for Grouting Reinforcing Bar Dowels in Concrete," PMPSEL Report No. 85-2, September, 1985, University ofTexas, Austin.