fmk - updating zenodo links for E1, E7 and E9

Author: fmckenna

Examples.json

@@ -4,7 +4,7 @@
       "name": "E1 - Basic HAZUS",
       "description": "This earthquake example demonstrates rapid analysis capabilities with the HAZUS earthquake damage and loss assessment methodology. Building-level Damage and Losses (D&L) are calculated directly from Intensity Measures (IM) for 25 assets. The IM field that represents peak ground acceleration in the city of San Francisco, CA, from an Mw7.2 event on the San Andreas fault, was obtained from Probabilistic Seismic Hazard Analysis (PSHA).\n",
       "inputFile": "E1BasicHAZUS/input.json",
-      "downloadUrl" : "https://zenodo.org/api/records/15446392"
+      "downloadUrl" : "https://zenodo.org/api/records/16851515"
     },
     {
       "name": "E2 - MDOF Building Response",
@@ -40,7 +40,7 @@
       "name": "E7 - Hurricane Wind + Water",
       "description": "This example presents a damage and loss assessment for buildings under wind and water inundation hazards from a hurricane. Approximately 6,600 buildings with various occupancy types and construction materials are considered in Atlantic City, NJ, with specified rulesets for determining key building characteristics.\nA Category 5 intensity hurricane with 3-s gust peak wind speeds, obtained from the Storm Hazard Projection Tool (NJCoast project), is employed with HAZUS-Hurricane wind fragility functions to estimate building damage states and loss ratios. The peak wind speeds are calculated using a linear analytical model for the boundary layer winds (Snaiki and Wu, 2017), and the peak inundation heights are calculated from a surrogate model (Jia and Taflanidis, 2013).\n",
       "inputFile": "E7HurricaneWindWater/input.json",
-      "downloadUrl" : "https://zenodo.org/api/records/15465055"
+      "downloadUrl" : "https://zenodo.org/api/records/16851208"
     },
     {
       "name": "E8 - Hurricane Wind",
@@ -52,7 +52,7 @@
       "name": "E9 - Tsunami",
       "description": "The Cascadia Subduction Zone (CSZ) separates the Juan de Fuca and North America plates, stretching approximately 1,000 km between California and British Columbia, Canada. A rupture of the CSZ may result in a megathrust earthquake and a subsequent tsunami. This example considers a tsunami event in the city of Seaside, located along the northern Oregon coast. A highlight of this example is that it shows how user-provided fragility functions are employed in the SimCenter workflow. The building inventory consists of 4744 buildings of different types and construction materials. For the tsunami hazard, the results of a Probabilistic Seismic-Tsunami Hazard Analysis (PSTHA; Park et. al. 2017), with a recurrence interval of 500 years, is employed. The building inventory, tsunami hazard raster, and building fragility functions are all from the Seaside testbed, made available by the Center of Excellence for Risk-Based Community Resilience Planning (CoE) as part of their Interdependent Networked Community Resilience Modeling Environment (IN-CORE) platform. They can be accessed online on the IN-CORE Web Tools website (https://incore.ncsa.illinois.edu/doc/incore/webtools.html).\n",
       "inputFile": "E9Tsunami/input.json",
-      "downloadUrl" : "https://zenodo.org/api/records/15446427"
+      "downloadUrl" : "https://zenodo.org/api/records/16851419"
     }
     ,
     {