Decrepit
发表于 2025-3-28 15:02:05
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Opponent
发表于 2025-3-28 21:35:29
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gospel
发表于 2025-3-29 02:39:57
A Semi-analytical Approach for Masonry Arch Dynamics,lateral contacts at each joint. By generalising the method proposed in previous research, the analytical approach is firstly applied to the plane dynamics of a rectangular block simply supported on a moving base. In this case, where the contact although sometimes extended is unique, dynamics is form
Grievance
发表于 2025-3-29 05:54:44
On the Statics of the Dome of the Basilica of S. Maria Assunta in Carignano, Genoa,y, for which meridian cracking, rather common in masonry domes, requires the assessment of the dome. In order to set a general procedure for the assessment this structures, limit analysis approaches are here discussed and compared. On the basis of classic limit analysis, local (dome only) and global
accordance
发表于 2025-3-29 10:29:24
,The Panthéon’s Stability Already Questioned by Pierre Patte in 1770,continued after his death by Jean Baptiste Rondelet. This impressive structure was the object of various publications. As early as 1770, Pierre Patte pointed out problems of its stability in his . This was the beginning of a polemic regarding the structure’s stability that involved some of the great
预感
发表于 2025-3-29 11:32:11
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分发
发表于 2025-3-29 16:56:19
Notes on Limit and Nonlinear Elastic Analyses of Masonry Arches,focus on a study of masonry arches conducted in parallel via both nonlinear elastic and limit analyses. The one-dimensional elastic model for masonry arches incorporates a simple but effective nonlinear constitutive law. In turn, collapse analysis is performed by the so-called ‘method of stability a
glowing
发表于 2025-3-29 20:26:51
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Tremor
发表于 2025-3-30 03:34:03
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老人病学
发表于 2025-3-30 07:10:35
The Thrust of an Elastic Soil of Variable Density Against a Rigid Wall,n walls. However, while Coulomb’s theory assumes that the material is earthy, like sand of soft clay, in actual fact the soil often behaves elastically, and thus the stress state inside the mass and the associated pressures on the retaining walls are different. Here we study a boundary value problem