ASCE will be sunsetting the Civil Engineering Database (CEDB) in the coming months. We encourage you to start using the ASCE Library to perform content searches. In the ASCE Library, you can save your search results as well as receive email content alerts when new content relevant to your area of interest is published. Try it out today at https://ascelibrary.org.

 

Long-Span Design for Seismic Forces?A Case Study of the Anaheim Arena

by Charles H. Thornton, Thornton-Tomasetti Engineers,
Thomas Z. Scarangello, Thornton-Tomasetti Engineers,
Chris Christoforou, Thornton-Tomasetti Engineers,



Document Type: Proceeding Paper

Part of: Structural Engineering in Natural Hazards Mitigation

Abstract:

The design for the Anaheim Arena roof evolved in response to the strict requirements for a structure in a seismic zone 4 location. The support of the 329 ft. (100 m) by 444 ft. (135 m) arena roof was detailed to provide ductility and inelastic energy dissipation capacity as well as to minimize the seismic forces transmitted to the supporting concrete superstructure below. To meet these requirements the final system incorporated a staged erection procedure which made the use of flexible support columns possible.

Subject Headings: Seismic design | Seismic tests | Roofs | Case studies | Structural design | Load and resistance factor design | Earthquake resistant structures

Services: Buy this book/Buy this article

 

Return to search