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Titlebook: Statics of Historic Masonry Constructions; Mario Como Book 2017Latest edition Springer International Publishing AG 2017 Structural Mechani

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楼主: 深谋远虑
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Mario Comoüber den Omnichannel-Handel und zeigt Einzelhändlern einen Weg auf, wie sie das Konzept erfolgreich in ihrem Unternehmen implementieren können. Neben einem kurzen Überblick über das veränderte Kaufverhalten von Kundinnen und Kunden erläutern die Autoren die Grundlagen von Omnichannel und zeigen vers
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Mario Comosellige Gewalt“ interpretiert werden und damit positive Auswirkungen haben können, beispielsweise auf die Identifikation mit dem Polizeiberuf. Den Abschluss bildet ein Beitrag, der pro-organisationale Devianz, d.h. Regelbrüche zum Nutzen der Organisation, in einem polizeilichen Kontext mit einer qua
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Cantilevered Stairways, For this type of structure the existence of an admissible equilibrium may appear paradoxical. A new resistant model of these stairs is proposed in the no tension context. The model is validated by numerical investigations and comparisons with tests.
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Masonry Arches,rch of its minimum thrust, is pursued by direct application of the general theory presented in the foregoing chapter. The minimum thrust is determined for the round and for the depressed arch, examining the strict connection existing between the geometry of the pressure line and the hinge position o
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Domes,ediscovered by the Renaissance and Baroque architecture. Following the approach outlined in the previous section, this chapter firstly deals with the analysis of membrane stresses occurring in rotational shells that describe, with sufficient accuracy, the initial un-cracked stress state of the mason
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Barrel Vaults,ancient origin but began to be extensively built in the Roman and Romanesque architecture. Barrel vaults are generally thin cylindrical solids of a given profile, supported at their boundaries. Unlike spherical shells, masonry cylindrical shells, with their zero Gaussian curvature, do not benefit fr
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Cross and Cloister Vaults,iew of their geometric generation. A brief introduction gives information about the historical development of these vaults: there are magnificent examples already in the Roman architecture. Membrane stresses in cross and cloister vaults are firstly thoroughly studied. The existence of tensile stress
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