• Nenhum resultado encontrado

Rev. IBRACON Estrut. Mater. vol.4 número3

N/A
N/A
Protected

Academic year: 2018

Share "Rev. IBRACON Estrut. Mater. vol.4 número3"

Copied!
14
0
0

Texto

Loading

Imagem

Table 1 – Inertia reducer ratios for the  consideration of physical nonlinearity
Figure 1 – Rectangular grid floor plan (type A)
Table 2 – Heights of the structures under study; similarity between models
Figure 3 – Direction of wind loads
+7

Referências

Documentos relacionados

As the ib Model Code 2010 does not present neither instructions to estimate the punching strength of slabs supported on rectan- gular columns, nor provisions to treat the cases

After testing the different types of heating to group one, results showed that when samples were heated by incandescent lamp, the best infrared images were obtained.. So, this kind

Size effect is an important issue in concrete structures bearing in mind that it can inluence many aspects of analysis such as strength, brittleness and structural ductility,

structural behavior of the prisms and walls (compressive strength and deformability), being eventually observed a small resistance reduction (6.3 mm rebars and B2 blocks), little

In assessment of existing structures, the ib Model Code 2010 [10] recommends that reduced values of g m are adopted, in order to account real active actions, effective

The most widely used model for simulating the contribution of masonry panels to the stiffness of framed structures under lateral loads is the equivalent strut model,

To aid in the uniication of prestressed structural models with BIM, this work presents a computational tool for the serviceability limit state stress check of bonded

The probability of attending school four our group of interest in this region increased by 6.5 percentage points after the expansion of the Bolsa Família program in 2007 and