Titlebook: Computational Methods in Earthquake Engineering; Volume 3 Manolis Papadrakakis,Vagelis Plevris,Nikos D. Laga Book 2017 Springer Internation

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书目名称Computational Methods in Earthquake Engineering影响因子(影响力)




书目名称Computational Methods in Earthquake Engineering影响因子(影响力)学科排名




书目名称Computational Methods in Earthquake Engineering网络公开度




书目名称Computational Methods in Earthquake Engineering网络公开度学科排名




书目名称Computational Methods in Earthquake Engineering被引频次




书目名称Computational Methods in Earthquake Engineering被引频次学科排名




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书目名称Computational Methods in Earthquake Engineering年度引用学科排名




书目名称Computational Methods in Earthquake Engineering读者反馈




书目名称Computational Methods in Earthquake Engineering读者反馈学科排名

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Numerical Simulation of Liquid Sloshing in Tanks, Past earthquake experience has shown that the forces generated by the sloshing waves may affect the overall safety of tanks by causing extensive damage on the tank wall and roof. Therefore, the accurate description of these forces is vital for reducing the potential risk of tank failure during an e

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Improved Method for the Calculation of Plastic Rotation of Moment-Resisting Framed Structures for Ners as a useful way of assessing and improving the seismic performance of structures. Nonlinear structural analysis software packages give engineers the ability to directly model nonlinear component behavior in detail, resulting in improved understanding of how a building will respond under strong e

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Seismic Demand on Acceleration-Sensitive Nonstructural Components,fe safety, as well as what concerns structural elements. The design of nonstructural components is based on the evaluation of the maximum inertial force, which is related to the floor spectral accelerations. The question arises as to whether the European Building Code, i.e. Eurocode 8, is able to pr

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Design of RC Sections with Single Reinforcement According to EC2-1-1 and the Rectangular Stress Diseneral rules and the rules for concrete buildings. An important aspect of the design is specifying the necessary tensile (and compressive, if needed) steel reinforcement required for a Reinforced Concrete (RC) section. In this study we take into account the equivalent rectangular stress distribution

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Multi-storey Structures with Seismic Isolation at Storey-Levels,ol technique in the area of performance-based design of buildings. Seismic isolation is principally based on the incorporation of flexible isolators at the base of low-rise buildings in order to shift the fundamental period outside of the dangerous for resonance, range of periods. In extending the c

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Integration Step Size and Its Adequate Selection in Analysis of Structural Systems Against Earthquader high seismic risk, a versatile approach is to discretize the mathematical model in space, and use direct time integration to solve the resulting initial value problem. Besides versatility in application, simplicity of implementation is an advantage of direct time integration, while, inexactness