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A personal injury is any injury that one party or organization causes another party because of neglect. An automobile accident can be a personal injury if the driver is guilty of drunk driving, distracted driving or reckless driving. An animal bite can be a personal injury if the owner allows the animal to run freely knowing that it had a tendency toward violence. A slip and fall incident can be a personal injury if a worker forgets to notify patrons of a dangerous situation.
Jo Joyner Nip Slip
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The Techknit Sneakers are made from an engineered woven mlange knit that molds to your feet to create unparalleled comfort and fit. The no-tie laces allow you to easily slip in and out of these while the EVA footbed provides serious comfort and contours to the shape of your foot. Available in three easy to wear colors that pair perfectly with your favorite jeans, pants, or shorts. A great everyday shoe that works for any occassion.
Hannah E. Joyner is an Australian writer currently based in Los Angeles where she is focused on screenwriting. Her non-fiction work has appeared in Australian journals Overland and Kill Your Darlings, and she was a music journalist for a number of years, many articles of which have disappeared with the publications, but have been preserved via her Medium - @gothbarbie. Twitter - @hannahejoyner. Instagram
No boat? No problem. Head for Kings Mountain, Santee or Sesquicentennial state parks and slip out onto the water in a park rental boat. These and a number of other state parks offer various means for getting you afloat and catching some fish (or maybe just rays), not to mention sight of some fascinating wildlife while you're out there. (See sidebar for a list of parks offering rental boats.)
For the final verse, Joyner brings both the music and the narrative back down to intimacy. The narrator and his companion are self-medicating at a local bar post-election, turning off the TV and playing the jukebox. "We just let time slip away," he sings. "Come to think of it, it seemed to do the trick, but we're feeling it today." If it sounds like he's lamenting the worst hangover he's ever had, he is, but it's got nothing to do with alcohol.
We confidently litigate for our clients in virtually every county in Georgia in disputes stemming from slip-and-fall accidents, violent crimes and a host of other injuries resulting from a broad array of mishaps. In our vigorous efforts to defend our clients, we were the first firm in Georgia to utilize testimony from FBI profilers in violent-crime premises cases. We approach each claim with our clients' goals in mind, whether they want to aggressively defend the claim, minimize defense costs, simply take the course of action that is most likely to lead to a favorable resolution for all interested parties or send a message to halt frivolous claims.
In this paper we summarize our recently-published work on estimating horizontal response spectra and peak acceleration for shallow earthquakes in western North America. Although none of the sets of coefficients given here for the equations are new, for the convenience of the reader and in keeping with the style of this special issue, we provide tables for estimating random horizontal-component peak acceleration and 5 percent damped pseudo-acceleration response spectra in terms of the natural, rather than common, logarithm of the ground-motion parameter. The equations give ground motion in terms of moment magnitude, distance, and site conditions for strike-slip, reverse-slip, or unspecified faulting mechanisms. Site conditions are represented by the shear velocity averaged over the upper 30 m, and recommended values of average shear velocity are given for typical rock and soil sites and for site categories used in the National Earthquake Hazards Reduction Program's recommended seismic code provisions. In addition, we stipulate more restrictive ranges of magnitude and distance for the use of our equations than in our previous publications. Finally, we provide tables of input parameters that include a few corrections to site classifications and earthquake magnitude (the corrections made a small enough difference in the ground-motion predictions that we chose not to change the coefficients of the prediction equations).
Compressional and shear wave tests were conducted on the upper thrust sheet of the low angle Little Salmon thrust fault. The study was conducted on the campus of the College of the Redwoods. The campus is located approximately 8 miles south of Eureka and 24 miles north-northeast of Cape Mendocino and the Mendocino Triple Junction (MTJ) in Northern California. The MTJ is the point of transition from strike-slip faulting of the San Andreas transform system to low-angle reverse (thrust) faulting and folding associated with the convergent margin of the Cascadia Subduction Zone. The campus is located on the southwest limb of the Humboldt Hill anticline, one of the folds in the fold and thrust belt. The Little Salmon fault zone is a low angle thrust fault that day lights on the south side of the campus and then projects underneath striking northwest and dipping northeast. A boring was drilled down to the fault plane located at a depth of 200 ft. in the upper thrust block to develop a mode1 of the stratification as well as the material properties. The boring also revealed the trunk of a redwood tree located at a depth of 180 feet. Results of compressional and shear wave velocities as a function of depth that were determined using an downhole geophysical technique. Results indicated two shear wave velocity units. Unit 1 was from 0 to 120 ft. with a shear wave velocity ranging from 950- 1400 fps. Unit 2 ranged from 120 to 190 ft. with a shear wave velocity ranging from 2300 to 2600 fps. Compression wave velocity measurements obtained from the same test boring also depict a change in velocity in the 100 to 120 foot range. A response spectra was generated based on this in-situ mode1 using SHARE91 and compared against one developed using the Boore, Joyner and Fumal empirical model.
The hybrid slip model used to generate a finite fault model for near-field ground motion estimation and seismic hazard assessment was improved to express the uncertainty of the source form of a future earthquake. In this process, source parameters were treated as normal random variables, and the Fortran code of hybrid slip model was modified by adding a random number generator so that the code could generate many finite fault models with different dimensions and slip distributions for a given magnitude. Furthermore, a simple method to choose an optimal one from these generated models was proposed. The 1994 Northridge earthquake was taken as an example to demonstrate the procedure of the application of the improved model. Three rock stations, LV3, MCN and PCD, in near-field were used to compare the simulated ground motion from the improved model and optimal model with the observed one. The agreement between them in the periods of interest indicates that the improved model and the method to choose the optimal model are available for the engineering practice of ground motion estimation.
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