800 NORTH GLEBE
ARLINGTON, VA

Model Codes and Standards

• American Concrete Institute, 2008, Building Code Requirements for Structural Concrete and Commentary, ACI 318-08, Farmington Hills, MI
  
  Code used for concrete design portions of this project
  
  
  
• American Institute of Steel Construction, Inc., 2005, Steel Construction Manual, 13th Edition, Chicago, IL
  
  Code used for steel design of this project
  
  
  
• American Society of Civil Engineers, 2005, ASCE 7-05 Minimum Design Loads for Buildings and Other Structures, Reston, VA 
  
  Code used to determine applicable loading situations on the structure. 

Design references

• Han, S.W., Kee, S.H., Park, Y.-M., Lee, L.-H., Kang, H.-K., 2006, Hysteretic behavior of exterior post-tensioned flat plate connections
  
  
  
• Kang, T.-H., Kee, S.H., Han, S.W., Lee, L.H., Wallace, J.W., 2006, “Interior Post-Tensioned Slab-Column Connections Subjected to Cyclic Lateral Loading”, Paper No. 285, Proceedings of the 8th National Conference on Earthquake Engineering
  
  
  
• Khan, S; Williams, S, 1995, Post-Tensioned Concrete Floors, Butterworth-Heinemann, Oxford, Great Britain
  
  

• Nilson, A; Darwin, D. and Dolan, C., 2004, Design of Concrete Structures, 13th Edition, McGraw Hill, New York, NY
  
  
  
• Precast/ Prestressed Concrete Institute, 1999, PCI Design Handbook, 6th Edition, Chicago, IL
  
  
  
• Boonyapinyo, V., Warnitchai, P., and Intaboot, N., 2006, Seismic capacity evaluation of post-tensioned concrete slab-column frame buildings for pushover analysis

Miscellaneous references

• RSMeans, 2009, Assemblies Cost Data, 34th Edition, Reed Construction Data, Kinston, MA