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

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Design of RC Sections with Single Reinforcement According to EC2-1-1 and the Rectangular Stress Dis easily implemented in any programming language. The second methodology is based on design tables that are provided in Appendix A, requiring less calculations. The third methodology provides again analytic formulas that can replace the use of tables and even be used to reproduce the design tables. A

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Multi-storey Structures with Seismic Isolation at Storey-Levels,nergy dissipation process of the respective dynamic adaptable system. During strong earthquakes the effectiveness of the system in further enlarging the period of the building, compared to the classical method of seismic isolation at a unique level, is achieved, most often with decreased inter-store

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ARCHE

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Fundamentals of steady flow thermodynamicsnt, which was combined for the first time with a force-based formulation. The latter strictly verifies the advanced form of beam equilibrium expressed in the governing differential equations. The main innovative theoretical aspects of the proposed element are accompanied by an illustrative applicati