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Thus, by observation of Fig. 12.8, we see that the chatter is caused by (a) resonance between natural frequency and the strong eighteenth harmonic number and (b) excessive jerk values, especially at the dwell ends of the cam curve. A new cam designed with a smoother acceleration curve with smaller maximum jerk values solved the problem by yielding weaker higher harmonics.
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To select bridges for seismic retro t, rehabilitation schedule and cost-effectiveness are used with risk assessment. Key considerations in selecting bridges for seismic retro t are: The schedule for non-seismic rehabilitation Cost-effectiveness Mobilization and traf c maintenance Seismic retro t should be undertaken at the time of non-seismic rehabilitation since the latter accounts for a major portion of retro t costs.
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Once you power on your Cisco device, hardware tests are performed to ensure that it is operating correctly. These tests, power-on self tests (POSTs), are discussed in s 12 (switches) and 16 (routers). After these tests have completed, the Cisco device finds and locates the IOS and then proceeds to load it. Once the IOS is loaded, the IOS then searches for the device s configuration and executes it. With steps 2 and 3, the Cisco device typically goes through fallback measures if it cannot find an IOS or locate a configuration file. As you will see in this chapter, and as you work with Cisco devices in a production environment, each Cisco product is unique and may have its own methods for finding and loading its IOS and configuration files. As an example, a Catalyst 2960 switch, direct from Cisco, comes with a default configuration already on it. This When an IOS device boots configuration is enough to allow the switch up, it runs POST, nds and loads the IOS, to perform basic switching functions right and then nds and loads the device s out of the box. A Cisco router, by contrast, con guration le. requires some basic configuration to route traffic between interfaces.
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(1973), in which the initial effects of the follower are re ected in the elastic camshaft and thus the torsion and two-dimensional bending modes are excited at twice the frequency of other modes. Note, this phenomenon does not effect the open-track cam-follower with its constraining external spring force on the follower for the complete cycle of operation. This model, shown in Fig. 12.22, is obtained by assuming that the equivalent mass m of the follower is lumped in one point and constrained to move in the vertical direction only. The elasticity of the follower corresponds to a linear spring, with stiffness k supporting the mass. Damping in the follower is represented by the viscous damping coef cient c. The exible camshaft is represented by the torsional stiffness kq and the transverse . (bending) stiffnesses kx and ky in the x and y directions, respectively. Also, x, x, and are x . the follower displacement velocity and acceleration, and s, s , and are the cam displaces ment, velocity, and acceleration, respectively. The input angular velocity is considered to be constant. Backlash is neglected. This model has been developed by Koster (1975) and Arday o (1976). The motion of the bending of the follower roller is a function of the cam rotation q and the elastic de ections of the camshaft in the y and x directions. The slope of the cam can be approximated
2x 3/2 x2 + +x = 2 3/2 = =
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