Seismic Design Criteria¶
The Seismic Design Criteria tab establishes the Chapter 11 values the building design needs: the MCER spectral accelerations for the site, the site class, the design spectral accelerations SDS and SD1, the seismic design category, and the design response spectrum. Chapter 11 also covers topics the tab does not, such as near-fault sites, geotechnical investigation, vertical ground motion, and site-specific procedures.
Section numbers in the text are ASCE 7-22 unless another edition is named. ASCE 7-16 added Section 11.4.1, Near-Fault Sites, so its later Section 11.4 numbers are one higher. The Code Reference table gives the numbers for each edition.
Key Features¶
- USGS lookup of the site parameters from the project latitude and longitude
- Manual entry of Ss, S1, SMS, SM1, and TL when the values come from elsewhere
- Site classes A through F, including the BC, CD, and DE classes of ASCE 7-22
- Design parameters table with the code reference or source beside each value
- Seismic design category per Section 11.6
- The design response spectrum, drawn for the site
Site Parameters¶
USGS Lookup¶
With Calculate site parameters from USGS switched on:
- Enter the Latitude and Longitude of the site, in decimal degrees
- Press Tab. Prose queries USGS for the project's edition, risk category, and site class
- The Design Parameters table fills in, with "USGS Seismic Design Geodatabase" as the source of each mapped value
The USGS Seismic Design Geodatabase is defined in ASCE 7-22, which takes its values directly (Section 11.4.3). In ASCE 7-10 and 7-16 the values come from the Chapter 22 maps, and the USGS electronic values are mentioned only in a User Note.
The lookup runs again whenever the coordinates, the site class, or the risk category change. The ASCE Hazard Tool button opens ascehazardtool.org in a second window for checking the values.
Manual Values¶
Switch the USGS lookup off to type the values yourself:
| Input | Description |
|---|---|
| Ss | MCER spectral acceleration at short periods, in g. Mapped in ASCE 7-10 and 7-16; in ASCE 7-22, the Site Class BC value from the USGS Seismic Design Geodatabase |
| S1 | MCER spectral acceleration at a 1 second period, in g. Mapped in ASCE 7-10 and 7-16; in ASCE 7-22, the Site Class BC value from the USGS Seismic Design Geodatabase |
| SMS and SM1 | The site-adjusted MCER accelerations, in g. ASCE 7-22 Section 11.4.3 has them obtained from the USGS Seismic Design Geodatabase rather than computed from Fa and Fv, so they are entered directly |
| TL | Long-period transition period, in seconds |
Values entered by hand show "User Defined" as their source in the table and the report. With manual values, Use two-period design response spectrum is switched on and locked, because the multi-period spectrum needs the USGS data. ASCE 7-22 permits the two-period spectrum only where multi-period values are not available from the geodatabase (Section 11.4.5). Where the values come from a site-specific ground motion analysis, the design spectrum is the site-specific spectrum of Section 21.3, which Prose does not draw.
Risk Category and Importance Factor¶
Risk Category is read from the structure and cannot be changed here; edit the structure to change it. The Seismic Importance Factor, Ie follows from it per Table 1.5-2.
Site Class¶
Choose the Site Class from the geotechnical report. The list holds A, B, BC, C, CD, D, DE, E, and F. Site Classes BC, CD, and DE exist only in ASCE 7-22 (Table 20.2-1); ASCE 7-10 and 7-16 use A through F. Changing the class reruns the lookup, and SMS, SM1, SDS, SD1, and the seismic design category update with it.
DEFAULT selects the default site class, used where the soil properties are not known in sufficient detail to determine the site class:
- ASCE 7-22 (Section 11.4.2.1): the most critical of Site Classes C, CD, and D
- ASCE 7-16 (Section 11.4.3): Site Class D, with Fa not less than 1.2
- ASCE 7-10 (Section 11.4.2): Site Class D
The default does not apply where the Authority Having Jurisdiction or geotechnical data determine that Site Class E or F soils are present (DE, E, or F in ASCE 7-22).
Site Class F
Site Class F requires a site response analysis, except where Section 20.3.1 (ASCE 7-10, 7-16) or Section 20.2.1 (ASCE 7-22) permits otherwise. The analysis produces a design spectrum. SDS and SD1 come from it through Section 21.4, and SMS and SM1 are 1.5 SDS and 1.5 SD1. On ASCE 7-10 and 7-16 projects, enter Fa = SMS / Ss and Fv = SM1 / S1 from those results, or the tabulated coefficients where an exception permits them.
Site Classes D and E on ASCE 7-16 projects
ASCE 7-16 Section 11.4.8, as revised by Supplements 1 and 3, requires a ground motion hazard analysis for Site Class D with S1 of 0.2 or more, and for Site Class E with Ss of 1.0 or more or S1 of 0.2 or more, unless an exception applies. Without that analysis Prose applies the exceptions: on Site Class D, including the default, SM1 is increased by 50%; on Site Class E, Cs is taken from the SDS equation for all periods (see Building Design). ASCE 7-22 does not have this requirement.
Design Parameters¶
The table lists every value with its source or code reference:
| Parameter | Description |
|---|---|
| Ss, S1 | MCER accelerations for the site, from the lookup or entered |
| TL | Long-period transition period |
| SMS, SM1 | Site-adjusted MCER accelerations |
| SDS, SD1 | Design spectral accelerations, two thirds of SMS and SM1, per Section 11.4.4 (11.4.5 in ASCE 7-16) |
| SDC | Seismic design category per Section 11.6. Where S1 is 0.75 or more, it is E for Risk Categories I through III and F for Risk Category IV. Otherwise it is the more severe of the results from Table 11.6-1 (SDS) and Table 11.6-2 (SD1), unless Section 11.6 permits Table 11.6-1 alone |
Response Spectrum¶
The Design Horizontal Response Spectrum chart draws the spectrum for the site. With the USGS lookup on, it is the multi-period design spectrum of ASCE 7-22 Section 11.4.5.1. With Use two-period design response spectrum on, it is the two-period spectrum built from SDS, SD1, and TL: Section 11.4.5.2 in ASCE 7-22, Section 11.4.5 in ASCE 7-10, and Section 11.4.6 in ASCE 7-16.
Summary View¶
The summary on the right lists the site parameters with their references, the design parameters, and the spectrum type. The outline button at the top jumps to a section.
Next Steps¶
With the design criteria set, describe the building and its systems in Building Design.
Code Reference¶
| Topic | ASCE 7-10 | ASCE 7-16 | ASCE 7-22 |
|---|---|---|---|
| MCER acceleration parameters Ss and S1 | Section 11.4.1, mapped | Section 11.4.2, mapped | Section 11.4.3, USGS Seismic Design Geodatabase |
| Site class | Section 11.4.2, Table 20.3-1 | Section 11.4.3, Table 20.3-1 | Section 11.4.2, Table 20.2-1 |
| Site coefficients and SMS, SM1 | Section 11.4.3, Tables 11.4-1 and 11.4-2 | Section 11.4.4, Tables 11.4-1 and 11.4-2 | Section 11.4.3, from the geodatabase |
| Design spectral acceleration parameters SDS, SD1 | Section 11.4.4 | Section 11.4.5 | Section 11.4.4 |
| Design response spectrum | Section 11.4.5, two-period | Section 11.4.6, two-period | Section 11.4.5.1, multi-period; Section 11.4.5.2, two-period |
| Importance factor Ie | Section 11.5.1, Table 1.5-2 | Section 11.5.1, Table 1.5-2 | Section 11.5.1, Table 1.5-2 |
| Seismic design category | Section 11.6 | Section 11.6 | Section 11.6 |
| Site-specific design acceleration parameters | Section 21.4 | Section 21.4 | Section 21.4 |