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4 Chen and Kim developed the bending wave method for investigating pier conditions and local defects by measuring the velocity dispersion curve of the transverse waves propagated down from the top of a pier The method proved suitable for short piles in softer soils The dispersion of the re ected waves from the pier bottom was used to assess overall pier conditions The dispersion of the directly arrived wave was used to assess local damages 5 Finno and Prommer studied the impulse response (IR) method for inaccessible drilled shafts under pile caps Several drilled shafts connected together with concrete grade beams were tested using the nondestructive IR method Based on the eld data, it was found that shaft heads that were more rigid because of larger or several grade-beam connections exhibited greater signal attenuation 6 Hussein et al.

Always focus on keeping your vehicle s front-to-rear weight distribution intact and not exceeding its total chassis and front/rear axle weight loading specifications. Figure 5-3 shows the magnitude of your problem for a Ford Ranger pickup truck similar to the one used in 10 s conversion. You have pulled out 600 lbs. in engine, fuel, exhaust, emission, ignition starter, and heating/cooling systems. But you re going to be putting 1,400 lbs. back in, including 1,200 lbs. of batteries (20 at about 60 lbs. each). How do you handle it Table 5-3 provides the answers. Notice the first row shows the 3,000-lb. curb weight normally distributed 60 percent front (1,800 lbs.) and 40 percent rear (1,200 lbs.) with a 1,200-lb. payload capacity. The second row shows that most of the weight

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reported the use of compression waves for investigating single pile length and integrity, settlement, and scour 7 For the Interstate 15 bridges in Salt Lake City, UT, research on dynamic testing for the condition evaluation of bridge bents was performed using vibration tests with horizontal excitation Modeling and experimental modal vibration test results were compared in terms of mode shapes and frequencies The estimated location and intensity of the damage or retro t was identi ed Both damaged and repaired substructure states were used to identify the condition of the structure 8 Pierce and Dowding s method focused on the determination of internal cracking and large local deformations caused by earthquakes for concrete bridge piers using time domain re ectometry (TDR) 9 Warren and Malvar used a falling weight de ectometer to assess structural conditions of reinforced concrete piers.

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To see what cookies a website uses, specify its name on the command line. For example, if you call this program CookieDemo, then CookieDemo http://msn.com displays the cookies associated with msn.com. */ using System; using System.Net; class CookieDemo { static void Main(string[] args) { if(args.Length != 1) { Console.WriteLine("Usage: CookieDemo <uri>"); return ; } // Create a WebRequest to the specified URI. HttpWebRequest req = (HttpWebRequest) WebRequest.Create(args[0]); // Get an empty cookie container. req.CookieContainer = new CookieContainer(); // Send the request and return the response. HttpWebResponse resp = (HttpWebResponse) req.GetResponse(); // Display the cookies. Console.WriteLine("Number of cookies: " + resp.Cookies.Count); Console.WriteLine("{0,-20}{1}", "Name", "Value"); for(int i=0; i < resp.Cookies.Count; i++) Console.WriteLine("{0, -20}{1}", resp.Cookies[i].Name, resp.Cookies[i].Value);

Based on matching dynamic responses, de ected shapes from the FEM and testing results were compared and local stiffness and soft areas of the piers were determined A software package called Automatic Dynamic Incremental Nonlinear Analysis (ADINA) was used by systematic changing of the stiffness parameters This method was tested on a real bridge with timber piles in New Jersey The geometry data were deemed suf cient to identify the effective stiffness of the piers and damaged areas 10 The Washington State DOT studied lateral load responses of a full-scale reinforced concrete bridge to investigate the seismic vulnerability of bridge piers This study points out that the seismic design of pier columns in the 1950s and 1960s was not adequate to sustain displacements during earthquakes This study concluded that the latest pier design was more suitable for earthquakes 11 The University of California, Berkeley developed a software program in 1996.

Microsoft s Software plus Services strategy includes the best of on-premise software combined with the best of hosted services, bridging this continuum to allow for a range of superior options in customer choice and business opportunities for partners. This blended approach is designed to deliver the best of both worlds, with the goal of empowering customers and partners with richer applications, more choices, and greater opportunity. Microsoft partners play a critical role in delivering that value to customers.

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BASSIN was developed for dynamic analysis of a bridge-abutment-back ll system that is subjected to traveling seismic waves It can compute 3-D dynamic responses of an arbitrarily con gured bridge-abutment-back ll system induced by compression, vertical shear, horizontal shear, and surface waves with arbitrary wavelength, amplitude, and direction of incidence..

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