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str_type a, b, c; a = "hi there"; // assign an object a string c = a + " George"; // concatenate an object with a string
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2. Identi cation of technical and cultural barriers, both real and perceived. 3. Implementation and further development of rapidly assembled connection details and joints that are constructible, durable, and repairable. 4. Implementation and further development of cost analysis and risk assessment. 5. Development of maintenance needs, accessibility, reparability, and inspection criteria. 6. Identi cation of transportation and erection issues including loads and equipment. Accelerated bridge construction: 1. Establishment of a database to track accelerated construction of bridge and highway structures and substructures to demonstrate and document successes, including costs. 2. Implementation and further development of innovative construction methods, including total bridge movement systems such as self propelled modular transporter (SPMT), launching, etc. 3. Development of prefabricated seismically resistant systems, including substructures. 4. Development of more ef cient modular sections. 5. Development of quality assurance measures for accelerated techniques for superstructure and substructure construction. 6. Implementation and further development of design considerations for hardening of existing structures and rapid recovery after disasters (natural and man-made). 7. Implementation of and further development of contracting strategies that encourage speed and quality. 8. Active and structured dissemination of information on available technologies and successful accelerated bridge construction projects to both decision makers and designers. 9. Identi cation of methods to accelerate construction of bridge foundations and earthwork, and identi cation of demonstrated sources of construction delays. Possible topics for a master s thesis: 1. 2. 3. 4. 5. Comparative study of integral abutments, with or without staged construction. Comparative study of integral abutments on rivers and crossings. Comparative study of structural connections between deck and sleeper slab. Effect of skew angles. Effect of thickness and length of relief slab on seismic behavior of piles. Possible topics for a Ph.D. thesis: In addition, the following topics are possible: 1. Effect of beam spacing on seismic forces/pile top movements for prestressed adjacent box beam versus spread box beams and I girders. 2. Study of semi-integral abutments. 3. Study of integral piers. The purpose of research is to study the behavior of bridge structural systems different spans lengths, ratios, and skew conditions when they are subject to seismic forces as well as to normal vertical forces.
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The Access Gateway uses a plug-in or the Secure Access Client to connect users to resources. Depending on the client s operating system or the Access Gateway configuration, the client s browser can use one of two types of plug-in. For Windows clients, the default plug-in is an ActiveX plug-in. For other clients, such as Macintosh OS X and Linux (and optionally for Windows users), there is a Java applet plug-in.
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a Header and the User Data Field. The Header contains the Logical Channel Identifier (LCI), which defines the virtual circuit for the duration of the call and routes the packet to the correct destination. The LCI is defined during the call setup procedure. (Virtual circuits are discussed in a subsequent section.) Packets are passed from source to destination via a number of intermediate nodes. At each node, the packet is stored briefly (store-and-forward transmission) and any necessary overhead processing (such as error detection) is completed before it is sent on. Figure 3.16 shows a public packet-switched network (PPSN) that consists of interconnected packet-switched exchanges (PSEs) providing multiple routes between any two points. Multiple routes allow failed or congested sections to be bypassed and make packet-switched networks extremely reliable.
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Example Configuration with Point-to-Point Subinterfaces
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class TypeConv { static void Main() { Overload2 ob = new Overload2(); int i = 10; double d = 10.1; byte b = 99; short s = 10; float f = 11.5F;
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while(!fstr_in.EndOfStream) { s = fstr_in.ReadLine(); Console.WriteLine(s); }
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Local Area Network Management and Performance Monitoring
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2. The Variable Editor dialog box will appear. In the Variable Editor, drag, doubleclick, or type the components of your formula into the formula text box.
command. Use the debug ppp authentication command to troubleshoot. CHALLENGE, RESPONSE, and SUCCESS messages are from CHAP, and AUTH-REQ and AUTH-ACK are from PAP.
and for a damped system Eq. (13.10) requires that
Methods of Integration
trol channel can make their cable system nearly self-healing. If not, the information received can direct the maintenance and repair staff to the problem area, thus minimizing downtime. Utilization of a diagnostic ber is shown in Figure 8-17. This ber contains the diagnostic results and transmits the data to the headend or company of ce for analysis. The diagnostic data analysis and compilation using a computer program provides management information on system problems and quality of service to the subscribers. Many cable operators have rebuilt their systems to provide voice, video, and data services. Such services consist of digital television (DTV, ADTV, and HDTV), voice over the Internet (VOIP), and Internet data and shopping services. At present hybrid ber coax (HFC) technology is used here in America. However, Japan is extending optical ber to the premises, making the entire distribution system optical. This means the system bandwidth is enormous, right to the user. When this will occur here in the United States, no one exactly knows. All eyes are on Japan.
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