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this is generally easy to ensure. When using BFD in conjunction with backup LSPs (see section below on backup LSPs), BFD may detect link or node failures faster than the control plane, but since both BFD and the control plane will take the same action on detecting a failure, this isn t a problem. In general, when using BFD, the upper bound on the sending rate is determined by the ability of the LSRs to process BFD control packets. The ITU-T has also defined an MPLS OAM mechanism in Y.1711. Y.1711 is designed to run end-to-end along an MPLS LSP with a 1-sec frequency. There has also been work on enhanced OAM mechanisms for MPLS which use elements of Y.1711 and of Y.1731 Ethernet OAM. MPLS supports a range of traffic protection mechanisms. Note that there are two stages to traffic protection the fault must first be detected, and then the traffic must be diverted away from the fault.
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Before considering FSO for deployment as a viable technology, it is important to understand how atmospheric effects affect FSO links and their impact on the link margin of FSO systems. The link margin of an FSO system represents the margin on the amount of received optical power available for the system to perform to its specifications. It is expressed in terms of dB and is computed as 10 times the Log of the ratio of the available received power and the minimum required power. For example, a link with a 0 dB link margin has just enough optical power at its receiver to perform to its specifications. A link with a 3 dB link margin has twice as much optical power at its receiver as would be necessary for it to perform to its specifications. Link margins for FSO systems are often specified for various weather conditions and link distances. However, the actual available link margin may be different as weather conditions or installation properties change. For example, a system specified to have 9 dB of margin in clear weather conditions when operating at a distance of 200 m would most likely have a margin of 8 dB during heavy rain. The same system would have only 3 dB of margin when operating at a distance of 400 m in a clear weather conditions. Having a extra link margin allows a system to operate normally even in conditions that can reduce the amount of optical power received by the system. For example, with sufficient link margins, FSO systems are immune to weather conditions that are detrimental to signal propagation. The amount of link margin needed depends on the distance of the communication link and the weather condition against which immunity is sought.
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permit traffic from any device (the FTP server) heading to anywhere (the clients), if the source port number is 20. Obviously, this opens a fairly large hole in your appliance. If you disable application inspection for FTP, you ll have to manually configure this type of ACL entry to allow standard mode FTP connections. Of course, disabling application inspection for FTP would prevent data transfers for internal users where standard mode was employed. Client on the Outside of the Appliance In this example, let s assume that the client is on the outside of your network and that the FTP server is on the inside. For the initial client connection to work, you need to configure an ACL that will allow traffic heading to the FTP server for TCP port 21 without this, no type of FTP connection can be made. Once the control connection has been established, when the client executes a command, the server initiates the data connection back to the client. In this situation, because the data connection is coming from a higher-level interface and is exiting a lower-level interface, the appliance permits it by default, unless you have an ACL that prohibits this connection. Therefore, in this example, application inspection doesn t come into play.
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Fig. 3.12 Capacity as a Function of Discharge Time
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In Figure 5-19, we see the application of a threshold and a cap.We will learn how and when to use thresholds and caps later in this chapter.
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7
Placement of Riprap
The Development of Blu-ray Disc
Envelope modes
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Empirical design: Alternate method to traditional method (9.7.2.4) Flexure in longitudinal direction: Design as a series of longitudinal strips. Idealize width of strip Width of wheel 2 Effective depth of slab Max. BM due to dead load wd (L2/8) Max. BM due to lane load wL (L2/8) Max. BM due to truck load is calculated from in uence lines. For deck slabs, Puncher s in uence line diagrams were used. AASHTO analytical method: Analyze as a strip of unit width continuous over beam anges. Many states in the U.S. have ready-made simpli ed structural solutions for deck thickness and rebars based on AASHTO empirical methods. These are frequently used in practice and were developed by examination of repeated drawing details and calculations performed for a large number of spans. Some of the approximations in current AASHTO or state code design methods are: 1. Boundary effects of skew and curved decks not considered. 2. Arching action at supports (9.7.2.1) arising from reverse bending curvature: Planar or membrane forces will be generated in addition to bending. Three dimensional modeling and analysis will be required. 3. Conventional methods do not consider additional thickness for transverse deck drainage, camber thickness, thickness of concrete haunches on top of anges, or any groove formations. In addition, Added stiffness due to stay-in-place folded steel or aluminum formwork Secondary stresses such as resulting from creep and shrinkage stresses contributing to cracking Daily thermal stress variation during summer and winter months Composite behavior of wearing surface thickness, using special concrete (such as latex modi ed or corrosion inhibitor aggregates for forming defense against tire friction and braking forces). 4. Effects of shear de ection are neglected. 5. Applications of fracture mechanics formulae for deck cracking. 6. Approach slab analysis: Approach slab behind integral abutments is itemized as a structural member during construction. For analysis, it needs to be idealized as slab on grade and acts as a plate on elastic foundations. Geotechnical properties of subgrade material will be required. More accurate analytical method: Deck slab is idealized using FEM. Ultimate load behavior of RC elements needs nonlinear analysis. For concrete, stress-strain curve is nonlinear during cracking stage. The tangential stiffness method is used.
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To offer video, voice, and data on DSL, Service Providers are pushing fiber deeper into their network in North America to take advantage of the higher bandwidths available only on shorter copper lengths. In Europe and Asia, the loops are generally shorter; the multirate ports allow providers to deploy VDSL2 for new premium services to some customers, while still offering interoperable ADSL2+ or ADSL modes of operation, so they do not have to swap out customer premises equipment (CPE) for existing customers. The year 2006 was generally seen as a year of testing, trials, and initial rollouts, with AT&T and Asia (especially Korea and Japan) leading the way; widespread adoption and ADSL displacement will begin in 2007. In 2004, 5 percent of total DSL ports shipped were VDSL or G.SHDSL used for Ethernet, increasing to 10 percent in 2005, 11 percent in 2006, and 46 percent in 2009 (from Infonetics s DSL Aggregation Hardware, a quarterly worldwide market share and forecast report, published in the second-quarter of 2007).
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