دانلود رایگان مقاله ISI درباره تقویت خاک،ارزیابی عملکرد ساختمان ها و زلزله های ویژه محل
دانلود رایکان مقاله انگلیسی ISI با موضوع تاثیر عمق لایه خاک بر عملکرد ساختمان ها برای زلزله های ویژه محل
عنوان فارسی مقاله:
تاثیر عمق لایه خاک بر عملکرد ساختمان ها برای زلزله های ویژه محل
عنوان انگلیسی مقاله:
Effect of depth of soil stratum on performance of buildings for site-specific earthquakes
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بخشی از مقاله انگلیسی :
2. Methodology
Two important elements of seismic performance evaluation of
buildings are demand and capacity spectra. Demand spectrum is
the representation of the severity of the ground motion while
capacity spectrum depicts the ability of the structure to withstand
forces of specific nature. Demand spectrum has to be modified to
account for lengthening of the period or increase in the damping
of the structure. Proposed methodology adopts capacity spectrum
method [4,19,20] to generate the demand spectrum as the
method has provisions to accommodate the modifications. Fig. 1
gives the overall structure of the proposed methodology,
individual steps and the sequence in which these are to be
executed.
Considerable knowledge and experience exist in literature for
the generation of capacity spectrum of a structure by adequately
taking care of nonlinear behaviour of both concrete and reinforcing
steel. State-of-the-art lies in the availability of ready-to-use
software with wide range of options for modelling almost all
cases that are likely to be encountered in practice. On the other
hand, generation of demand spectrum by properly accounting for
the nonlinear behaviour of soil at site is a challenging task.
Successful generation of demand spectrum requires input on
various aspects like proximity to and nature of the source of
earthquake, path effects of seismic waves and local soil conditions.
Due to its nature, a comprehensive methodology that can
address all the important issues is essential for generation of
demand spectrum.