A Reader on earthquake hazard reduction in the central United States to accompany training courses

1990 ◽  
Author(s):  
Linda Huey
2016 ◽  
Vol 32 (3) ◽  
pp. 1587-1605 ◽  
Author(s):  
Sanaz Saadat ◽  
Charles V. Camp ◽  
Shahram Pezeshk

An optimized seismic performance-based design (PBD) methodology considering structural and nonstructural system performance and seismic losses is considered to optimize the design of a steel structure. Optimization objectives are to minimize the initial construction cost associated with the weight of the structural system and the expected annual loss (EAL), considering direct economic losses. A non-dominated sorting genetic algorithm method is implemented for the multi-objective optimization. Achieving the desired confidence levels in meeting performance objectives of interest are set as constraints of the optimization problem. Inelastic time history analysis is used to evaluate structural response under different levels of earthquake hazard to obtain engineering demand parameters. Hazus fragility functions are employed for obtaining the damage probabilities for the structural system and nonstructural components. The optimized designs and losses are compared for the structure located in two geographic locations: one in the central United States and another in the western United States.


2001 ◽  
Vol 62 (1-3) ◽  
pp. 1-5 ◽  
Author(s):  
Eugene S. Schweig ◽  
Joan S. Gomberg ◽  
Roy B. Van Arsdale

Author(s):  
Justin L. Rubinstein ◽  
Andrew J. Barbour ◽  
Jack H. Norbeck

Abstract In response to the dramatic increase in earthquake rates in the central United States, the U.S Geological Survey began releasing 1 yr earthquake hazard models for induced earthquakes in 2016. Although these models have been shown to accurately forecast earthquake hazard, they rely purely on earthquake statistics because there was no precedent for forecasting induced earthquakes based upon wastewater injection data. Since the publication of these hazard models, multiple physics-based methods have been proposed to forecast earthquake rates using injection data. Here, we use one of these methods to generate earthquake hazard forecasts. Our earthquake hazard forecasts are more accurate than statistics-based hazard forecasts. These results imply that fluid injection data, where and when available, and the physical implications of fluid injection should be included in future induced earthquake hazard forecasts.


Author(s):  
Karl V. Steinbrugge

In the United States, one increasingly important role for engineers, along with related earth scientists, is to give substantial assistance in the formulation of public policy as it relates to earthquake hazard reduction. Foremost at this writing are the efforts by engineers, scientists, and others found in "Meeting the Earthquake Challenge", being the final report to the Legislature of the State of California by its Joint Committee on Seismic Safety (reference 1). Enacted legislation has broken new ground in public policy, with some examples as they affect engineering mentioned in later sections of this paper (reference 2).


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