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District of Columbia Seismic Data and Operations

Category:
Oil Gas and Minerals - Agreements
State:
Multi-State
Control #:
US-OG-720
Format:
Word; 
Rich Text
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Description

This form is used when the Parties agree and shall contribute all proprietary seismic data and all non-proprietary seismic data affecting the Contract Area in its possession as of the effective date of this Agreement, to the extent the data is not restricted by confidentiality or licensing agreements with third parties. It is specifically understood and agreed that each Party has the right to sell, trade, and/or otherwise market seismic data involving the Contract Area which was in its possession prior to the effective date of this Agreement, and the benefits and advantages, including monetary consideration, which it receives as a result of those activities shall be the sole property of the party who owns the data.

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FAQ

Although earthquakes are not frequent in the District of Columbia, it is still possible to experience an earthquake. The District of Columbia can also experience shaking from earthquakes occurring in nearby areas.

Seismic Design Category D -Corresponds to buildings and structures in areas expected to experience severe and destructive ground shaking But NOT located close to a major fault. Sites with poor soils are a good example.

The Importance Factor is a multiplier that increases or decreases the base design loads. Typically, the base design loads are outlined by the code as a 2% annual probability of exceedence (2% in 50 years for seismic loads).

The easiest way is to find out?? if a property is located in a Seismic Hazard Zone is to use the California Earthquake Hazards Zone Application?? or search our collection of online maps. You can also visit one of the California Geological Survey offices? (call ahead), or your city or county office.

SDS = design, 5 percent damped, spectral response ac- celeration parameter at short periods as defined in. Section 11.4.4.

What Are Seismic Codes? Some provisions within the IBC, IRC and IEBC are intended to ensure that structures can adequately resist seismic forces during earthquakes. These seismic provisions represent the best available guidance on how structures should be designed and constructed to limit seismic risk.

Buildings designated Seismic Design Category A and B are both wholly exempt from seismic design requirements for sprinkler and fire alarm systems; reference ASCE 7 Section 11.7 and ASCE 7 Section 13.1. 4 Exemption 4.

Structures located in Seismic Design Categories D0, D1 and D2 shall have exterior and interior braced wall lines. Spacing between braced wall lines in each story shall not exceed 25 feet (7620 mm) on center in both the longitudinal and transverse directions.

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