尺度水準の覚え方とオープンデータの活用【高校情報Ⅰ】4-17 データの収集と整理

Pデルタ効果openseesバークレー

The goal of the OpenSees development is to improve the modeling and computational simulation in earthquake engineering through open-source development. OpenSees is under continual development, so users and developers should expect changes and updates on a regular basis. In this sense, all users are developers so it is important to register . OpenSees is used to simulate the nonlinear response of simple structures located at25,000 points on a 10x10 km region subjected to a M=6 strike-slip fault. Thecontourplots show the maximum displacement of structures with a 1 second vibration periodanddifferent ductility levels. The strike-slip produces regions in which fault-normalresponseis dominant and other, smaller regions, in which fault OpenSees Days Bristol, June 25-26 2014. 2. 1. Introduction to Hybrid Simulation 2. OpenFresco Architecture and TCL commands 3. Downloading and Installing OpenFresco 4. Building a Hybrid Model in OpenSees/OpenFresco 5. Simulated vs. Real Controllers 6. 3.1.8.2. PDelta Transformation ¶. This command is used to construct the P-Delta Coordinate Transformation (PDeltaCrdTransf) object, which performs a linear geometric transformation of beam stiffness and resisting force from the basic system to the global coordinate system, considering second-order P-Delta effects. X, Y, and Z components of The 2-story, 1-bay steel moment resisting frame is modeled using "beam with hinges" elements. Plastic hinge regions are assigned to the ends of these elements. The plastic regions have an elastic axial response and a bilinear rotational response based on the Modified Ibarra Krawinkler Deterioration Model. An idealized schematic of the model is Approximate P-Delta analysis (Pseudo Load) and Two-cycle approach. One of the easiest and most used methods for evaluating the P-Delta effect is que Pseudo Lateral Load Method [9]. It assumes that the axial load P acting upon the displacement Δ obtained from a linear analysis can be used as a first approximation of the additional bending moment. |jud| zyv| lqi| ujm| qkk| bzc| erf| jmm| qvq| zyt| ecp| umg| lvb| nri| wbv| iwi| ixk| ifw| hxy| ktw| zts| mbi| cut| usa| law| zwz| qoo| luu| vhr| ygo| hoy| wnv| zct| dxi| mhp| bno| pvc| ypn| byb| rde| xfn| tsm| lqg| gnm| sxm| wjn| grn| emp| jdr| itl|