Advanced Engineering and Technology by Liquan Xie, Dianjian Huang

By Liquan Xie, Dianjian Huang

Advanced Engineering and Technology includes one hundred ten technical papers from the 2014 Annual Congress on complex Engineering and expertise (CAET 2014, Hong Kong, 19-20 April 2014, together with the 4th Workshop on utilized Mechanics and Civil Engineering, AMCE 2014). The contributions specialize in complicated theories and applied sciences on the topic of development engineering, geotechnical engineering, street and bridge engineering, hydraulic engineering, environmental engineering, toxins and keep an eye on, water assets and water therapy, mechanics in engineering, water and soil conservation, numerical software program and functions, weather switch and environmental dynamics, clever defense structures, chemistry, biochemical and nutrients engineering, and modelling and information research.

Advanced Engineering and Technology might be invaluable to lecturers and pros thinking about civil engineering, hydraulic engineering, environmental engineering, modelling & info research, chemistry and biochemical engineering, and different comparable fields.

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H. et al. 2010. Computational Tool for Post-Earthquake Evaluation of Damage in Buildings. Earthquake Spectra, 26(1): 63–86. H. 2009. Safety Assessment of Buildings at Post-Earthquake Based on VB. Institute of Engineering Mechanics, China Earthquake Administration. , Kuramoto, H. et al. 2004. Guideline for Post-earthquake Damage Evaluation and Rehabilitation of RC Building in Japan. 13th World Conference on Earthquake Engineering. Vancouver, Canada:124–139. T. M. 2003. Assessing safety of buildings on post-earthquake field quantitatively.

The navigation requires 220 m horizontal clearance and 10 m vertical clearance. It fixes on the main span of the bridge to be 250 meters. The total length of the bridge is 756 m with the configurations of the 250 m main span and two 145 m side span, plus 66 m + 75 m + 75 m continuous approach, see Figure 1 and Figure 2. 19 Figure 1. Bridge geological profile. Figure 2. Bridge elevation. The girder section is a single-cell concrete box with wide wing slabs on both sides. The cables are anchored at both sides of the girders and transfer cable forces to the box section through the diaphragms and top slab.

Computational Tool for Post-Earthquake Evaluation of Damage in Buildings. Earthquake Spectra, 26(1): 63–86. H. 2009. Safety Assessment of Buildings at Post-Earthquake Based on VB. Institute of Engineering Mechanics, China Earthquake Administration. , Kuramoto, H. et al. 2004. Guideline for Post-earthquake Damage Evaluation and Rehabilitation of RC Building in Japan. 13th World Conference on Earthquake Engineering. Vancouver, Canada:124–139. T. M. 2003. Assessing safety of buildings on post-earthquake field quantitatively.

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