| Beide Seiten der vorigen Revision Vorhergehende Überarbeitung Nächste Überarbeitung | Vorhergehende Überarbeitung |
| en:clt:hotspot:software:cltdesigner:manual:modul_horizontal_force_distribution_on_shear_walls [2018/04/03 15:44] – [Walls] Alexandra Thiel | en:clt:hotspot:software:cltdesigner:manual:modul_horizontal_force_distribution_on_shear_walls [2025/06/16 17:54] (aktuell) – [Implemented calculation methods] Alexandra Thiel |
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| FIXME **This page is not fully translated, yet. Please help completing the translation.**\\ //(remove this paragraph once the translation is finished)// | |
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| ====== Module "Horizontal load distribution on shear walls" ====== | ====== Module "Horizontal load distribution on shear walls" ====== |
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| * input of the shear walls | * input of the shear walls |
| * calculation options | * calculation options |
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| ==== Horizontal forces ==== | ==== Horizontal forces ==== |
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| ==== Options ==== | ==== Options ==== |
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| FIXME | In the current version, the stiffness of the wall systems c is calculated proportional to the wall length (c ∼ ℓ<sup> exp</sup>). The exponent exp can be specified here. |
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| In the current version, the stiffness of the wall (with wall fixation) is calculated proportionally with (over) the wall length (??) (c ∼ ℓ<sup> exp</sup>). The exponent exp can be specified here. | |
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| In der derzeitigen Version erfolgt die Berechnung der Wandsteifigkeiten (Wand inkl. Befestigung) proportional über die Wandlänge (c ∼ ℓ<sup> exp</sup>). Der Exponent exp kann hier eingestellt werden. | |
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| {{ en:clt:hotspot:software:cltdesigner:manual:modul_horizontal_force_distribution_on_shear_walls:gebaeudeaussteifung_optionen.png |Calculation options}} | {{ en:clt:hotspot:software:cltdesigner:manual:modul_horizontal_force_distribution_on_shear_walls:gebaeudeaussteifung_optionen.png |Calculation options}} |
| {{en:clt:hotspot:software:cltdesigner:manual:modul_horizontal_force_distribution_on_shear_walls:steifigkeitsschwerpunkt_massenmittelpunkt.png|Stiffness center of walls and center of mass}} | {{en:clt:hotspot:software:cltdesigner:manual:modul_horizontal_force_distribution_on_shear_walls:steifigkeitsschwerpunkt_massenmittelpunkt.png|Stiffness center of walls and center of mass}} |
| ==== Output of the forces acting on the walls ==== | ==== Output of the forces acting on the walls ==== |
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| FIXME | |
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| The output is given separately for the acting forces H<sub>x</sub> and H<sub>y</sub> and the combination H<sub>x</sub> + H<sub>y</sub>. The output comprises the moment, resulting from the load eccentricity, as well as the forces acting on each wall defined with their components x and y (F<sub>x</sub> and F<sub>y</sub>) and also the resulting force F at the angle α<sub>F</sub>. As a control, the sum of the forces in x and y direction, as well as the sum of the moments are verified as well. | The output is given separately for the acting forces H<sub>x</sub> and H<sub>y</sub> and the combination H<sub>x</sub> + H<sub>y</sub>. The output comprises the moment, resulting from the load eccentricity, as well as the forces acting on each wall defined with their components x and y (F<sub>x</sub> and F<sub>y</sub>) and also the resulting force F at the angle α<sub>F</sub>. As a control, the sum of the forces in x and y direction, as well as the sum of the moments are verified as well. |
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| Die Ausgabe erfolgt getrennt für die angreifenden Kräfte H<sub>x</sub> und H<sub>y</sub> sowie für die Kombination H<sub>x</sub> + H<sub>y</sub>. Ausgegeben wird jeweils das Moment, welches sich aus einem exzentrischen Lastangriff ergibt sowie die Kräfte auf die einzelnen Wände in ihren x- und y-Komponenten (F<sub>x</sub> und F<sub>y</sub>) sowie als Resultierende F unter dem Winkel α<sub>F</sub>. Zur Kontrolle werden auch noch die Summe der Kräfte in x- bzw. y-Richtung sowie die Summe der Momente überprüft. | |
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| {{en:clt:hotspot:software:cltdesigner:manual:modul_horizontal_force_distribution_on_shear_walls:kraefte_zufolge_hx_und_hy.png|Forces according to Hx and Hy}} | {{en:clt:hotspot:software:cltdesigner:manual:modul_horizontal_force_distribution_on_shear_walls:kraefte_zufolge_hx_und_hy.png|Forces according to Hx and Hy}} |
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| FIXME | |
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| A graphic representation of the results is also divided into H<sub>x</sub>, H<sub>y</sub> and H<sub>x</sub> + H<sub>y</sub> and can be seen in the lower right corner of the window. | A graphic representation of the results is also divided into H<sub>x</sub>, H<sub>y</sub> and H<sub>x</sub> + H<sub>y</sub> and can be seen in the lower right corner of the window. |
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| Eine graphische Darstellung der Ergebnisse ist im Fenster rechts unten zu sehen, wieder unterteilt in H<sub>x</sub>, H<sub>y</sub> und H<sub>x</sub> + H<sub>y</sub>. | |
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| {{en:clt:hotspot:software:cltdesigner:manual:modul_horizontal_force_distribution_on_shear_walls:ergebnisse_zufolge_hx_und_hy.png?600|Results according to Hx and Hy}} | {{en:clt:hotspot:software:cltdesigner:manual:modul_horizontal_force_distribution_on_shear_walls:ergebnisse_zufolge_hx_und_hy.png?600|Results according to Hx and Hy}} |
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| ===== Implemented calculation methods ===== | /*===== Implemented calculation methods ===== |
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| ++++ Modellierung als starre Deckenscheibe und Wände als Wegfedern | | ++++ Modeling as rigid floor plate and walls as extensional springs | |
| {{page> :clt:design:building_system:horizontal_load_distribution_on_shear_walls:model_with_springs&inline&permalink&noheader}} | {{page> :clt:design:building_system:horizontal_load_distribution_on_shear_walls:model_with_springs&inline&permalink&noheader}} |
| ++++ | ++++ |
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| | ~~DISCUSSION~~*/ |