Assessment Concerning the Domain of Applicability of Protodiakonov Method in Calculus of Underground Structures

Adrian Popovici; Cornel Ilinca; Cristian Anghel

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Assessment Concerning the Domain of Applicability of Protodiakonov Method in Calculus of Underground Structures

机译：关于Protodiakonov方法在地下结构微积分中适用范围的评估

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The sectional stresses (M, N) in a gallery lining are computed comparatively numerical by FEM taking into account the interaction underground structure - surrounding ground and analytical by Protodiakonov method. The last method is based on coincidence arch born in ground over gallery.

机译：考虑到地下结构-周围地面的相互作用，并通过Protodiakonov方法进行分析，通过有限元法比较地计算了廊道衬砌中的截面应力（M，N）。最后一种方法是基于重生拱门诞生于地面上的地面。

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《Mathematical Modelling in Civil Engineering》 |2017年第1期|共11页
作者
Adrian Popovici; Cornel Ilinca; Cristian Anghel;
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中图分类建筑科学;
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1. Assessment Concerning the Domain of Applicability of Protodiakonov Method in Calculus of Underground Structures [J] . Adrian Popovici, Cornel Ilinca, Cristian Anghel Mathematical Modelling in Civil Engineering . 2017,第1期

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7. Assessment Concerning the Domain of Applicability of Protodiakonov Method in Calculus of Underground Structures [O] . Popovici Adrian, Ilinca Cornel, Anghel Cristian 2017

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Assessment Concerning the Domain of Applicability of Protodiakonov Method in Calculus of Underground Structures

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