Civil Engineering and Urban Planning III by Kouros Mohammadian, Konstadinos G. Goulias, Elif Cicek,

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By Kouros Mohammadian, Konstadinos G. Goulias, Elif Cicek, Jieh-Jiuh Wang, Chrysanthos Maraveas

Civil Engineering and concrete making plans III addresses civil engineering and concrete making plans matters linked to transportation and the surroundings. The contributions not just spotlight present practices in those components, but additionally be aware of destiny learn and functions, and supply an summary of the development made in a wide selection of subject matters within the components of:

- Civil Engineering

- structure and concrete Planning

- Transportation Engineering

Including a wealth of knowledge, Civil Engineering and concrete making plans III is of curiosity to lecturers and scholars in civil engineering and concrete planning.

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Extra info for Civil Engineering and Urban Planning III

Sample text

Smart city is the next goal for the urban development, and it will be the theme of city construction. In March 2014, the State Council issued The State Plan for New-type Urbanization (2014–2020), which puts forward the development direction of smart city construction, namely, broadband information network, digital planning and management, intelligent infrastructure, convenient public service, modernization of industry development, and detailed social governance. The document covers all the connotations of smart city, and will guide the smart city construction in China in the following decades.

Sensor was put at the supports of the side pier, the temporary pier and the beam to test the reaction force. The arrangements of all kinds of force sensors are shown in Fig. 3. 1 The experimental research methods of the system transformation model Jiangdong Bridge is a self-anchored suspension bridge with the main cable shape of vertical plane. There is a transformation process from the vertical plane to the spatial plane. This process must be implemented through system transformation. From the empty ropes to the real bridge, the main cable changes for about 20◦ 29 to the definition of influence line, concentrated load along the span was applied on the specified crosssection of the side span and the mid-span.

Therefore, on the basis that the first two points have been met, it was tried to ensure that torsional stiffness was similar. In order to simulate the different characteristics of every section of the actual bridge girders accurately, the sections model were divided into five types, including types C, D, E, F, and G. The D was a variable cross-section beam; the cross-sectional size of the E, F, and G were identical, except for their lengths. The model parameters of stiffening girder cross-section are shown in Table 1.

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