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Air Earthquake Model for Mainland China

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Air Earthquake Model for Mainland China In 1976, the M7.8 Tangshan AIR Earthquake Model earthquake killed 240,000 people and destroyed more for Mainland China than 90% of residential buildings in the area. In 2008, the M8.0 Wenchuan event became one of the costliest natural disasters in Chinese history, leveling nearly seven million buildings and damaging another 24 million. With rapid urbanization in seismically active regions and a burgeoning insurance market, companies operating in China need sophisticated tools to assess and manage their exposure to earthquake risk. AIR EARTHQUAKE MODEL FOR MAINLAND CHINA Collaborating with Chinese Scientists The AIR model incorporates the results of paleoseismological to Produce the Most Realistic Estimate research, in combination with historical seismicity, fault slip of Hazard rates, and data from China’s extensive GPS network, to The AIR Earthquake Model for Mainland China draws determine a regional strain rate field that provides information on the country’s long historical catalog, which includes not only on the rates and patterns of deformation, but also written records of earthquakes dating back to 780 B.C. on the style of faulting. Using this data, AIR seismologists Even so, historical data alone are not sufficient to provide implemented a probabilistic approach to modeling earthquake an accurate representation of the long-term seismic risk, in which the Longmen Shan fault figured prominently— hazard in China, particularly since some high-risk before the 2008 earthquake occurred. areas have not experienced significant earthquakes in recent history. Twenty-six seismic regions are defined to capture seismic activity across China. These regions, along with more Before the 2008 Wenchuan earthquake occurred, for than 300 source zones enclosing known active faults and example, the Longmen Shan fault zone that produced the gridded background seismicity, form the basis of the model’s temblor had not generated an earthquake exceeding M7.0 comprehensive catalog of simulated events—which contains during the last 500 years. Because of this relative absence over 580,000 events to provide seamless and comprehensive of activity, some scientists had argued that this fault was coverage for managing earthquake risk across mainland China. no longer active. High-Resolution Ground Motion Modeling Through close collaboration with seismologists at the Captures Site-to-Site Variation China Earthquake Administration’s Institute of Geology To determine the intensity of ground shaking, the AIR (IGCEA), AIR scientists increased their understanding of Earthquake Model for Mainland China employs ground motion the complete seismic cycle of all active and potentially prediction equations that are appropriate to China’s varied hazardous faults in the region. regional characteristics. The modeled ground motion is then modified to reflect local soils, which can dramatically alter the intensity and frequency content of ground shaking at a site. AIR employs detailed geological and soil maps published by the Geological Survey of China and provincial Bureaus of Geology and Mineral Resources, with resolutions as fine as 0.5 km for select major metropolitan areas. Zhangjiakou Datong Beijing Tangshan NEHRP Soil Types Tianjin A B C D DE E The AIR model divides China into 26 seismic regions and more Water than 300 source zones; GPS data are used to determine regional strain rates. High-resolution soil maps are essential for reliable earthquake hazard assessment. The AIR model employs the most detailed soil data available, with resolutions of up to 0.5 km in key urban areas. 2 Unique Damage Functions for Buildings Under Construction AIR EARTHQUAKE MODEL FOR MAINLAND CHINA China continues to grow at a rapid pace, leading to a construction boom across the country. As a result, the construction all risks/erection all risks (CAR/EAR) line of business comprises a higher portion of insurance business in China than in many other regions. Drawing on China-specific construction data, equipment costs, building code requirements, and project timelines, AIR engineers have developed damage functions that incorporate the variability over time in both the vulnerability and the replacement cost of buildings under construction, including five separate construction phases from project inception to project completion. The AIR model considers both building and contents damage of various construction types under construction to estimate potential losses over the ® The AIR model captures the time-dependence of replacement costs course of a project. Clients can use Touchstone , to and vulnerability of buildings under construction. assess catastrophe risk for buildings under construction, whether for individual buildings, policies comprising multiple locations, or whole portfolios of properties. An Objective, Engineering-Based Approach adequately for moderate earthquakes. However, in many to Assessing Building Vulnerability in China small towns across China, the majority of the building stock The scope and complexity of building damage is influenced is made up of older unreinforced masonry (URM) structures, by a building’s dynamic response to ground motion, which which are highly vulnerable to ground motion. varies depending on the ground motion characteristics, the local site conditions, and the building’s attributes. The highly Leveraging the results of detailed engineering analysis of variable performance of buildings was demonstrated during region-specific construction practices and building design, the 2008 Wenchuan earthquake when some buildings—on published research, and damage observation data from the similar soils and equal distance from the rupture—remained China Earthquake Administration (CEA), AIR engineers have virtually intact, while others were heavily damaged. The developed more than 200 separate damage functions for a AIR Earthquake Model for Mainland China captures this wide variety of construction types, structural systems, and variability—or uncertainty—in damage. occupancy classes. China’s insured building stock in urban areas is dominated by mid-rise confined masonry and mid- to high-rise reinforced concrete buildings, which, if constructed in compliance with the building code, are expected to perform 3 AIR EARTHQUAKE MODEL FOR MAINLAND CHINA Roof drift, D o i t a R D Roof Drift Ratio = e g H a m a D n Building height, H a Roof drift ratio, which e describes overall building M deformation, is used as the Confined Masonry measure of building damage Reinforced Concrete Frame and is calculated using the Reinforced Concrete Wall capacity spectrum method Steel for different construction types and ground motions. Roof Drift Ratio Applying Region-Specific Policy Conditions Losses from the AIR Earthquake Model for Mainland China for the Most Accurate Risk Estimates have been validated through extensive analysis of both detailed China’s property insurance industry is one of the fastest claims data for recent earthquakes and aggregated data growing in the world. The AIR model enables insurers as reported by the insurance industry for several historical and reinsurers to estimate losses for policies that contain earthquakes, including the 1976 Tangshan earthquake and the complex terms and conditions. Users have the ability to 1996 Lijiang and Neimeng earthquakes. set limits by coverage for location limits and deductibles, policy limits and deductibles, and facultative (assumed 100 and ceded) and treaty reinsurances. In addition, policies Simulated Catalog 10 e t Historical Catalog that use the maximum of the site deductible or the a R l percent-of-loss deductible, a common commercial policy a 1 u n condition used in the Chinese insurance market, are n A e explicitly modeled in Touchstone. The AIR Earthquake v 0.1 i t ® a l Model for China is also available in AIR’s CATRADER , the u m 0.01 industry standard for analyzing reinsurance contracts and u C insurance-linked securities. 0.001 5 5.5 6 6.5 7 7.5 8 8.5 9 A Comprehensive Approach to Model Magnitude Validation AIR validates every component of the model. Here, modeled ground motion Model validation extends far beyond a simple comparison for the 1976 Tangshan earthquake matches well with the observed. between modeled losses and reported losses. Each model component is validated against actual data from historical events. For example, the model’s stochastic catalog is validated against historical frequency– magnitude distributions. AIR validates the model’s hazard component by comparing modeled ground motion with Beijing actual instrumental recordings made during earthquakes. Modeled Intensity Tianjin >= 10 Modeled damage footprints are validated against actual 9 8 Dalian 7 observations either from published reports or from AIR 6 Observed Intensity 6 post-disaster surveys, including the extensive survey 7 8 9 undertaken after the 2008 Wenchuan earthquake. >10 Shijiazhuang Validation of modeled intensities for the 1976 Tangshan Earthquake Zibo 4 AIR EARTHQUAKE MODEL FOR MAINLAND CHINA Collaborating with the Leading Authority on Design and Construction Practices in China AIR has forged a partnership with the Beijing Institute of Architectural Design (BIAD), the premier architectural design and consulting institute in China. To enhance the understanding of regional variations in building design and construction practice and their impact on building vulnerability, the BIAD undertook a series of seismic performance studies on behalf of AIR. AIR’s collaborative research with the BIAD provides a wealth of information that
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