scispace - formally typeset
Proceedings ArticleDOI

FEMA P-58-Next-Generation Performance Assessment of Buildings

Ronald O. Hamburger
- pp 211-218
Reads0
Chats0
TLDR
The ATC-58 project as mentioned in this paper developed next-generation performance-based seismic design criteria for new and existing buildings that will be published as FEMA P-58, which characterize structural performance in terms of the consequences of earthquake damage including casualties; repair and reconstruction costs, expressed both in monetary and energy/carbon expenditures; and occupancy interruption time.
Abstract
In 2001, the Applied Technology Council (ATC) initiated the ATC-58 Project under contract to the Federal Emergency Management Agency (FEMA). Under this project, ATC is developing next-generation performance-based seismic design criteria for new and existing buildings that will be published as FEMA P-58. Unlike present-generation performance-based design criteria, which characterize structural and nonstructural performance in terms of standardized damage states, the P-58 criteria characterize structural performance in terms of the consequences of earthquake damage including: casualties; repair and reconstruction costs, expressed both in monetary and energy/carbon expenditures; and occupancy interruption time. The performance of nonstructural building components including architectural, electrical and mechanical components and systems is integrally considered with that of the structure. Following a methodology originally developed by the Pacific Earthquake Engineering Research Center, the P-58 procedures revolve around a building performance model that includes fragility and consequence functions for each of the damageable components and systems of significance. Monte Carlo simulation procedures are used to assess potential losses for: individual earthquake shaking intensities; scenario earthquake events, considering uncertainty in ground motion intensity; and, over a period of time, considering uncertainty in the magnitude and distances of scenario events that will occur. Project completion is scheduled for late 2011.

read more

Citations
More filters
Journal ArticleDOI

Numerical Study on Optimal Design and Seismic Capacity of Double-Span RC Frame Structures with Exterior Verandahs

Zeren Tang, +2 more
- 05 Nov 2022 - 
TL;DR: In this paper , the structural performance of a double-span RC frame structure with an exterior verandah in the Lushan Earthquake was investigated, and the finite element model was established by utilizing ABAQUS software for simulation and analysis.
Journal ArticleDOI

Research on a methodology for intelligent seismic performance evaluation and optimization design of buildings based on IFC and ontology

TL;DR: In this article , a multi-objective genetic algorithm (NSGA-II) is used to realize the optimization iteration at the component level to find the balance between the initial construction cost and the expectation of seismic loss.
Proceedings ArticleDOI

Seismic loss assessment of typical RC frame-core tube tall buildings in China and US using the FEMA P-58 procedure

TL;DR: Wang et al. as mentioned in this paper compared the seismic losses of two typical reinforced concrete (RC) frame-core tube tall buildings designed following the Chinese and the US seismic design codes, and showed that the Chinese design exhibits better seismic performances in most cases with smaller total repair cost, shorter repair time and a smaller number of casualties, except slightly longer repair time at the maximum considered earthquake (MCE).
Related Papers (5)