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There are several other report types that have some resemblance in name or degree of detail to the Phase I Environmental Site Assessment: Phase II Environmental Site Assessment is an "intrusive" investigation which collects original samples of soil, groundwater or building materials to analyze for quantitative values of various contaminants. [11]
It is routinely used to provide post-earthquake situational awareness for emergency management and response and for damage and loss estimation. ShakeMap is also the primary shaking hazard input for many other downstream USGS earthquake products, including ShakeCast's assessments of critical facilities, PAGER 's societal losses, and estimates of ...
Earthquake modification techniques and modern building codes are designed to prevent total destruction of buildings for earthquakes of no greater than 8.5 on the Richter Scale. [4] Although the Richter Scale is referenced, the localized shaking intensity is one of the largest factors to be considered in building resiliency.
Seller, as transferor, Seller's Agent(s), and Buyer, as transferee are to sign one copy of the Natural Hazard Disclosure Report prior to the close of escrow. It is illegal for agents to require the seller to use a particular natural hazard disclosure company or to give the impression that the seller may not choose.
This approach defines a series of forces acting on a building to represent the effect of earthquake ground motion, typically defined by a seismic design response spectrum. It assumes that the building responds in its fundamental mode. For this to be true, the building must be low-rise and must not twist significantly when the ground moves.
Seismic retrofitting is the modification of existing structures to make them more resistant to seismic activity, ground motion, or soil failure due to earthquakes.With better understanding of seismic demand on structures and with recent experiences with large earthquakes near urban centers, the need of seismic retrofitting is well acknowledged.
The PHIVOLCS earthquake intensity scale (PEIS; Filipino: Panukat ng Pagyanig ng Lindol) [1] is a seismic scale used and developed by the Philippine Institute of Volcanology and Seismology (PHIVOLCS) to measure the intensity of earthquakes. It was developed as upon a specific response to the 1990 Luzon earthquake. PHIVOLCS cites seismic scale ...
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