The Institute of Theoretical and Applied Mechanics 21 records found  1 - 10nextend  jump to record: Search took 0.04 seconds. 
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Experimental tests on the inelastic behavior of RC bridge piers have shown that, due to tension shift effects, the curvature profile above the base section of the structu [...]
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Stone masonry structures are very vulnerable to earthquake loading due to their low strength and brittle behavior. In order to ensure the structural safety of such buildi [...]
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Code design of unreinforced masonry (URM) brick buildings is based on elastic analysis, which requires as input, among others, estimates of the in-plane drift capacity at [...]
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Engineers and researchers often use nonlinear beam-column elements to simulate the response of reinforced concrete structures. Namely, distributed plasticity elements are [...]
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Reinforced concrete (RC) flat slabs supported on columns are one of the most widely used structural systems for office and industrial buildings. In regions of medium to h [...]
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Over the last few years the increasing demand of housing for low income population in Colombia and several neighboring countries, associated to the significant increase o [...]
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Reinforced concrete (RC) structural walls are the most commonly used structural elements in buildings to resist lateral load imposed by earthquakes. Therefore, analytical [...]
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During an earthquake, structures are subjected to both horizontal and vertical shaking. Most structures are rather insensitive to variations in the vertical acceleration [...]

The Institute of Theoretical and Applied Mechanics : 21 records found   1 - 10nextend  jump to record:
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1 Beyer, K.
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