A Review- Comparative Study of Static Linear and Pushover Analysis on Different Multi-Storey RC Structures with Varying Bracing System, Seismic Zones and Soil Conditions

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15 صفحه اول

Comparative Review of the Performance Based Design of Building Structures Using Static Non-Linear Analysis, Part A: Steel Braced Frames

The objective of this review to be submitted in two independent parts, for steel frames and for RC frames, is to compare their structural performance with respect to the proposed N2-method, and so also of the consequent convenience of using pushover methodology for the seismic analysis of these structures. A preliminary investigation is presented on a pushover analysis used for the seismic perf...

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Comparative Review of the Performance Based Design of Building Structures Using Static Non-Linear Analysis, Part B: R/C Frames

The objective of this review to be submitted in two independent parts, for steel frames and for RC frames, is to compare their structural performance with respect to the proposed N2-method, and so also of the consequent convenience of using pushover methodology for the seismic analysis of these structures. A preliminary investigation is presented on a pushover analysis used for the seismic perf...

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Pushover analysis of multi-storey cantilever wall systems

Midto high-rise buildings are often braced by slender reinforced concrete (RC) walls, which are coupled by RC floor diaphragms. In design it is typically assumed that the walls act independently and the design base shear demand is computed neglecting any compatibility forces between the walls. Pushover analysis of systems comprising walls of different lengths have, however, shown that large com...

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ژورنال

عنوان ژورنال: International Journal for Research in Applied Science and Engineering Technology

سال: 2018

ISSN: 2321-9653

DOI: 10.22214/ijraset.2018.11059