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In 1999 natural catastrophes and man-made disasters claimed more than 105,000 lives, 95 percent of them in the developing world, and caused economic losses of around US$100 billion. In 1998 the twin disasters of the Yangtze and Hurrican Mitch accounted for two-thirds of the US$65 billion loss. The geographical areas affected may vary, but one constant is that the per capita burden of catastrophic losses is dramatically higher in developing countries. To respond to an increased demand to assist disaster rcovery programmes, the World Bank set up the Disaster Management Facility in 1998, to help provide the Bank with a more rapid and strategic response to disaster emergencies. The DMF focuses on risk identification, risk reduction, and risk sharing/transfer, the three major topics in this volume. The DMF also promotes strategic alliances with key private, government, multilateral and nongovernmental organisations to ensure the inclusion of disaster risk reduction as a central value of development. The most important of these partnerships is the ProVention Consortium, launched in February 2000, based on the premise that we must all take responsibility for making the new millennium a safer one.
This report, FEMA-350 - Recommended Seismic Design Criteria for New Steel Moment-Frame Buildings has been developed by the SAC Joint Venture under contract to the Federal Emergency Management Agency (FEMA) to provide organizations engaged in the development of consensus design standards and building code provisions with recommended criteria for the design and construction of new buildings incorporating moment-resisting steel frame construction to resist the effects of earthquakes. It is one of a series of companion publications addressing the issue of the seismic performance of steel moment-frame buildings. The set of companion publications includes: FEMA-350 - Recommended Seismic Design Criteria for New Steel Moment-Frame Buildings. This publication provides recommended criteria, supplemental to FEMA-302 - 1997 NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures, for the design and construction of steel moment-frame buildings and provides alternative performance-based design criteria. FEMA-351 - Recommended Seismic Evaluation and Upgrade Criteria for Existing Welded Steel Moment-Frame Buildings. This publication provides recommended methods to evaluate the probable performance of existing steel moment-frame buildings in future earthquakes and to retrofit these buildings for improved performance. FEMA-352 - Recommended Postearthquake Evaluation and Repair Criteria for Welded Steel Moment-Frame Buildings. This publication provides recommendations for performing postearthquake inspections to detect damage in steel moment-frame buildings following an earthquake, evaluating the damaged buildings to determine their safety in the postearthquake environment, and repairing damaged buildings. FEMA-353 - Recommended Specifications and Quality Assurance Guidelines for Steel Moment-Frame Construction for Seismic Applications. This publication provides recommended specifications for the fabrication and erection of steel moment frames for seismic applications. The recommended design criteria contained in the other companion documents are based on the material and workmanship standards contained in this document, which also includes discussion of the basis for the quality control and quality assurance criteria contained in the recommended specifications. The information contained in these recommended design criteria, hereinafter referred to as Recommended Criteria, is presented in the form of specific design and performance evaluation procedures together with supporting commentary explaining part of the basis for these recommendations.