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282.118  Articles
1 of 28.213 pages  |  10  records  |  more records»
According to ASCE7-05, response spectrum analysis (RSA) procedure can be used to determine the seismic demands of the structures for the seismic design of any type of structures. However, this design procedure has been found to be inappropriate for medium... see more

ASCE 7 allows structural engineers to use Response Spectrum Analysis (RSA) procedure to compute the seismic design forces of the structures. However, seismic shear demands of reinforced concrete (RC) walls determined by RSA have been found to be inadequat... see more

High rise buildings that are made of RCC frames are affected by lateral loads such as wind and earthquake. The Indian-subcontinent is affected mostly by severe to medium intensities earthquake every decade, hence all the buildings located in earthquake-pr... see more

To evaluate the reliability of seismic design spectra in the long-period segment, two super-high-rise structures with long-period national vibration period are analyzed using response spectrum superposition method and dynamic time-history analysis method.... see more

This paper is intended to evaluate the seismic performance of a twelve-story reinforced concrete moment-resisting frame structure with shear walls using 3D finite element models according to such seismic design regulations as Federal Emergency Management ... see more

The uniform hazard spectrum (UHS) and conditional mean spectrum (CMS) are commonly used as target spectra in selecting and scaling of records to be used in nonlinear response history analysis (NLRHA). When using CMS with tall buildings, CMS ground motions... see more

In the present work, the seismic response of a reinforced concrete building representative of modern multi-family residences of medium height in the southern zone of Peru was estimated. This region was considered because we can find growing urban areas wi... see more

Well-known problem with seismic design codes is that it does not take into account the rotational earthquake components. Only Eurocode 8, in Part 6, offers response spectra of rotational accelerations for the seismic design of slender and tall structures ... see more

Well-known problem with seismic design codes is that it does not take into account the rotational earthquake components. Only Eurocode 8, in Part 6, offers response spectra of rotational accelerations for the seismic design of slender and tall structures ... see more

1 of 28.213 pages  |  10  records  |  more records»