# Study 15.4 Data Products

From SCECpedia

Jump to navigationJump to searchThese are data products produced from CyberShake Study 15.4.

## Contents

## Hazard Maps

Below are hazard maps at 150 ppi resolution.

### Basic Hazard Maps

#### Study 15.4, all (336) sites

2 sec geometric mean | ||
---|---|---|

3 sec geometric mean |

#### Study 15.4, only previous (286) sites

2 sec geometric mean | ||
---|---|---|

3 sec geometric mean |

### Comparison Hazard Maps

#### Study 15.4 vs Study 14.2

## MCER Results

A zip file with MCER results is available here.

### MCER Maps

Maximum Considered Earthquake Response (MCEr) maps for the Utilization of Ground Motion Simulations Committee, interpolated between 336 Study 15.4 CyberShake sites.

Period | Probabilistic MCER | Deterministic MCER | Deterministic Lower Limit | Combined MCER results |
---|---|---|---|---|

2 Second, RotD100 | ||||

3 Second, RotD100 | ||||

5 Second, RotD100 | ||||

10 Second, RotD100 |

### GMPE Comparisons

Period | CyberShake Combined MCER | GMPE Combined MCER | Ratio (CyberShake/GMPE) | Weight Average |
---|---|---|---|---|

2 Second, RotD100 | ||||

3 Second, RotD100 | ||||

5 Second, RotD100 | ||||

10 Second, RotD100 |

### Individual Site MCER Results

Site | Full name | Probabilistic MCER | Deterministic MCER | Combined MCER results | Overall MCER results |
---|---|---|---|---|---|

CCP | Century City Plaza | ||||

COO | Compton | ||||

LADT | Los Angeles Downtown | ||||

LAPD | Lake Palmdale | ||||

P22 | P22 | ||||

PAS | Pasadena | ||||

s429 | s429 | ||||

s603 | s603 | ||||

s684 | s684 | ||||

s758 | s758 | ||||

SBSM | San Bernardino Strong Motion | ||||

SMCA | Santa Monica Civic Auditorium | ||||

STNI | 710/90 Interchange | ||||

WNGC | Whitter Narrows Golf Course |

#### CyberShake/GMPE Combined Weights

The average spectrum (green lines in the above plots) represent a weighted average of CyberShake and the GMPEs. The weights are period dependent as shown below. Probabilistic results are averaged at the hazard curve level prior to calculation of the Risk Targeted Ground Motion value and deterministic results are averaged after deterministic calculation.