|
|
# Purpose of this Application
|
|
# **Purpose of this Application**
|
|
|
The Risk Targeted Ground Motion Calculator is used to calculate risk-targeted ground motion values in accordance with “Method 2” of 2010 ASCE 7 Standard Section 21.2.1.2. Users can input a hazard curve from a site-specific analysis to obtain a risk-targeted ground motion value.
|
|
The Risk Targeted Ground Motion Calculator is used to calculate risk-targeted ground motion values in accordance with “Method 2” of 2010 ASCE 7 Standard Section 21.2.1.2. Users can input a hazard curve from a site-specific analysis to obtain a risk-targeted ground motion value.
|
|
|
|
|
|
|
|
# Sample input
|
|
# **Sample input**
|
|
|
|
|
|
|
|
Application input can be user-provided or drawn from the [USGS Hazard Curve Data files](http://earthquake.usgs.gov/hazards/products/). The following example incorporates the 2008 USGS Lower 48 “Hazard Curve Data” file for “5Hz (0.2 Second)”. Specifically, the data for the coordinates (34.05, -118.25) in Los Angeles are used:
|
|
Application input can be user-provided or drawn from the [USGS Hazard Curve Data files](http://earthquake.usgs.gov/hazards/products/). The following example incorporates the 2008 USGS Lower 48 “Hazard Curve Data” file for “5Hz (0.2 Second)”. Specifically, the data for the coordinates (34.05, -118.25) in Los Angeles are used.
|
|
|
|
|
|
|
|
Please note that all numeric input values should be comma separated as in the below example, and all units should be removed. In addition, users must provide an equal number of Spectral Response Acceleration values and Annual Frequency of Exceedance values.
|
|
|
|
|
|
|
|
## Curve Title
|
|
## Curve Title
|
|
|
This is an optional input. Users can input a string of characters (such as "Office Tower at 123 Main St.") to serve as a reminder of which output values correspond to a particular structure.
|
|
This is an optional input. Users can input a string of characters (such as "Office Tower at 123 Main St.") to serve as a reminder of which output values correspond to a particular structure.
|
| ... | @@ -14,9 +16,7 @@ This is an optional input. Users can input a string of characters (such as "Offi |
... | @@ -14,9 +16,7 @@ This is an optional input. Users can input a string of characters (such as "Offi |
|
|
## Annual Frequency of Exceedance Values (corresponding to the y-axis on a hazard curve):
|
|
## Annual Frequency of Exceedance Values (corresponding to the y-axis on a hazard curve):
|
|
|
0.5855, 0.5208, 0.4389, 0.3515, 0.2679, 0.1953, 0.1376, 0.09335, 0.06027, 0.03659, 0.02096, 0.01146, 0.005985, 0.002934, 0.001287, 0.0004781, 0.0001411, 0.00003023, 0.000003828
|
|
0.5855, 0.5208, 0.4389, 0.3515, 0.2679, 0.1953, 0.1376, 0.09335, 0.06027, 0.03659, 0.02096, 0.01146, 0.005985, 0.002934, 0.001287, 0.0004781, 0.0001411, 0.00003023, 0.000003828
|
|
|
|
|
|
|
|
Please note that all numeric input values should be comma separated as in the above example, and all units should be removed. In addition, users must provide an equal number of Spectral Response Acceleration values and Annual Frequency of Exceedance values.
|
|
# **Output**
|
|
|
|
|
|
|
|
# Output
|
|
|
|
|
|
|
|
|
|
The application uses three iterations to arrive at a ground motion value corresponding to a 1% probability of collapse in 50 years.
|
|
The application uses three iterations to arrive at a ground motion value corresponding to a 1% probability of collapse in 50 years.
|
|
|
|
|
|
| ... | @@ -49,7 +49,7 @@ With the First and Second Iterations bracketing the target probability of collap |
... | @@ -49,7 +49,7 @@ With the First and Second Iterations bracketing the target probability of collap |
|
|
## Output summary (yellow box)
|
|
## Output summary (yellow box)
|
|
|
This section provides the risk-targeted ground motion (RTGM) corresponding to a 1% probability of collapse in 50 years. The uniform hazard ground motion (UHGM) used as a starting point for the calculations is provided, as is the Risk Coefficient (RC) representing the ratio of RTGM to UHGM for the site of interest.
|
|
This section provides the risk-targeted ground motion (RTGM) corresponding to a 1% probability of collapse in 50 years. The uniform hazard ground motion (UHGM) used as a starting point for the calculations is provided, as is the Risk Coefficient (RC) representing the ratio of RTGM to UHGM for the site of interest.
|
|
|
|
|
|
|
|
# API Documentation
|
|
# **API Documentation**
|
|
|
|
|
|
|
|
This page describes the process for creating a request and also defines the terms used in the response output. Additionally some examples are provided to help get you started.
|
|
This page describes the process for creating a request and also defines the terms used in the response output. Additionally some examples are provided to help get you started.
|
|
|
|
|
|
| ... | |
... | |
| ... | | ... | |