• No results found

NUMERICAL ANALISIS OF THE STRAINS AND STRESS STATES REINFORCED CLAY BRICK MASONRY WALLS HORIZONTALLY SHEARED

N/A
N/A
Protected

Academic year: 2020

Share "NUMERICAL ANALISIS OF THE STRAINS AND STRESS STATES REINFORCED CLAY BRICK MASONRY WALLS HORIZONTALLY SHEARED"

Copied!
18
0
0

Loading.... (view fulltext now)

Full text

Loading

Figure

Figure 2: The geometry of the models and mesh of finite elements numerical models used in the  calculation (stage II and III): a) elements of reinforced with bars, b) the elements of reinforced with truss type reinforcement
Figure 3: Willam-Warnke (WW-5) failure surface
Table 1: The parameters of mortar and bricks taken for numerical computations
Figure 9 under shear load. Displacements increased proportionally with an increase of load in the elastic range
+7

References

Related documents

standard k–ω model near the wall to a high Reynolds number version of the k–ε model in the outer portion of the boundary layer.. „ Contains a modified turbulent viscosity

Consistent with the policies adopted by the Council in June 2014 (Business Item 2014-143) regarding review of local comprehensive plans, this amendment is being reviewed under

To investigate the effects of tightening speed on the torque coefficient in lag screw timber joints with steel side plates, tight- ening tests were conducted on main timber members

This is clearly spelled out in the Resolution of the European Council on the Stability and Growth Pact, which states that “adherence to the objective of sound budgetary positions

On top of this, as part of the proposal tabled in June 2013 to further extend the Administrative Cooperation Directive 14 there is a call for mandatory automatic exchange

The maximum negative excursion of DST = -109 nT occurred at 1530 hrs UT (2100 hrs LT) on the following day, the 21st March 1998.This storm comes under the Category- III discussed

El objetivo principal de este trabajo es analizar y comparar el sistema de pensiones español actual, una vez incorporadas las reformas de 2011 y 2013, con el sistema de pensiones