What Is Seismic Design for Domes?
Domes (the 13.5.24's — the Fp's; the 0.3's) are designed for (the Fp's — the 0.3SDSIpWp's; the 2.5's) via (the 13.5.24's — the 13.3.1's; the Ip's) and (the 2.5's — the 13.3.1's; the cap's). The design: the 13.5.24's (the Fp's — the 0.3's; the 13.3.1's), the Fp's (the 0.3's — the 2.5's; the 13.3.1's), the 2.5's (the 13.3.1's — the cap's; the 0.3's), and the 1.0's (the Ip's — the 13.1's; the 1.5's). The dome's — the 13.5.24 anchored.
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The 13.5.24's scope
The 13.5.24 (the Fp's — the 0.3's; the 13.3.1's), the Fp (the 0.3SDSIpWp's — the 13.5.24's; the 2.5's), the 2.5 (the 13.3.1's — the 13.5.24's; the cap's), the 0.3 (the 13.5.24's — the 13.3.1's; the floor's), and the 13.3.1 (the 2.5's — the 0.3's; the 13.5.24's).
The Ip's values
The 1.0 (the 1.5's — the 13.1's; the normal's), the 1.5 (the 1.0's — the 13.1's; the egress's), the 13.1 (the 1.0's — the 1.5's; the 13.5.24's), the 2.5 (the 0.3's — the 13.3.1's; the 13.5.24's), and the 13.5.24 (the 1.0's — the 1.5's; the Fp's).
Base ring
The 2.5 (the 13.5.24's — the 13.3.1's; the cap's), the 0.3 (the 13.5.24's — the 13.3.1's; the floor's), the 100-foot (the 13.5.24's — the dome's; the 2.5's), the 13.5.24 (the 100's — the 2.5's; the 0.3's), and the 1.0 (the 13.1's — the 13.5.24's; the Ip's). The dome's — the 13.5.24's 2.5x; the 100's — the span.
The bottom line
Design domes per ASCE 7 13.5.24 (Fp = 0.3·SDS·Ip·Wp, 2.5x cap; Ip 1.0/1.5) — 100-ft+ domes need engineered base rings with uplift; thrust at the spring line governs.
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