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The same idea also forms the basis of the current common seismic design codes such as ASCE 7-10 and ASCE 7-16. Although the mentioned idea, i.e. reduction in the base shear, works well for linear soil-structure systems, it is shown that it cannot appropriately capture the effect of SSI on yielding systems. [7]
1.0 x Dead Load + 1.0 x Live Load. Different load cases would be used for different loading conditions. For example, in the case of design for fire a load case of 1.0 x Dead Load + 0.8 x Live Load may be used, as it is reasonable to assume everyone has left the building if there is a fire.
Seismic loading is one of the basic concepts of earthquake engineering which means application of an earthquake-generated agitation [1] to a structure. It happens at contact surfaces of a structure either with the ground, [2] or with adjacent structures, [3] or with gravity waves from tsunami. Seismic loading depends, primarily, on:
It later became clear that the dynamic properties of the structure affected the loads generated during an earthquake. In the Los Angeles County Building Code of 1943 a provision to vary the load based on the number of floor levels was adopted (based on research carried out at Caltech in collaboration with Stanford University and the United ...
In June 2012, the platform migrated from Scitation, to Literatum managed by Atypon and the site was renamed ASCE Library. In June 2013, e-books and standards were added with the ability to download individual book chapters as well as complete books. In 2016, ASCE added access to premium content from Civil Engineering Magazine. [1] [2]
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EN 1991-1-3 gives guidance to determine the values of loads due to snow to be used for the structural design of buildings and civil engineering works. It applies for sites at altitudes below 1500 m although treatments of snow loads for altitudes above 1500 m may be found in the National Annexes.
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