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QuakeFYI

Kiểm tra an toàn công trình

Evaluate your building's earthquake vulnerability and get personalized retrofit recommendations.

Assessment

Cách Xây dựng Công trình Ảnh hưởng đến Mức độ Dễ bị Tổn thương bởi Động đất

Tính dễ bị tổn thương của tòa nhà trước động đất phụ thuộc vào hệ thống kết cấu, tuổi, chiều cao và đất nền. Các quy chuẩn xây dựng chống động đất hiện đại — bắt đầu phát triển đáng kể sau trận San Fern năm 1971

Công cụ này được lấy cảm hứng từ FEMA P-154, phương pháp Sàng lọc Trực quan Nhanh (RVS) được các kỹ sư sử dụng để đánh giá nhanh số lượng lớn tòa nhà. RVS gán điểm kết cấu dựa trên loại tòa nhà

Các Yếu tố Chính trong An toàn Động đất Công trình

  • Loại xây dựng: Tòa nhà khung gỗ thường có khả năng chống động đất tốt nhất nhờ tính linh hoạt. Gạch không cốt thép và gạch adobe dễ bị tổn thương nhất.
  • Tuổi tòa nhà: Các quy chuẩn chống động đất đã được cải thiện đáng kể từ những năm 1970. Các tòa nhà trước năm 1970 có thể thiếu các tính năng chống động đất cơ bản như tường chịu cắt và bu lông móng.
  • Tổn thương tầng mềm: Các tòa nhà có tầng trệt mở (ví dụ: bãi đỗ xe dưới chung cư) dễ bị sụp đổ kiểu bánh kếp, như đã thấy trong trận động đất Northridge năm 1994.
  • Tương tác đất-công trình: Các tòa nhà trên đất mềm chịu rung lắc khuếch đại và có thể chịu hiệu ứng cộng hưởng khi tần số tự nhiên của tòa nhà trùng với tần số chuyển động nền.

Ứng dụng Phổ biến

  • Nhận ước tính sơ bộ về mức độ dễ bị tổn thương cho nhà hoặc nơi làm việc trước khi tham khảo kỹ sư kết cấu.
  • Hiểu đặc điểm tòa nhà nào làm tăng hoặc giảm rủi ro động đất.
  • Tìm hiểu về các phương án gia cố địa chấn và khi nào chúng có thể được khuyến nghị.
  • So sánh mức độ dễ bị tổn thương giữa các loại tòa nhà khác nhau cho mục đích giáo dục hoặc quy hoạch.

How to Use

  1. 1
    Describe Your Building

    Select your building type (wood frame, unreinforced masonry, reinforced concrete, steel frame), approximate age, number of stories, and foundation type. Each characteristic directly influences seismic vulnerability.

  2. 2
    Enter Your Seismic Zone

    Provide your location to determine the applicable seismic design category (SDC) and peak ground acceleration (PGA) from national hazard maps. The tool references the USGS 2023 National Seismic Hazard Model for US locations.

  3. 3
    Review Vulnerability Assessment

    Read your building's estimated fragility classification, probable damage state at design-level shaking, and prioritized retrofit recommendations with estimated relative costs and benefit-cost ratios.

About

Building performance during earthquakes is determined by the interaction between seismic demand—the ground shaking imposed on a structure—and structural capacity—the building's ability to resist that shaking without collapse or severe damage. Seismic engineers characterize structural performance through fragility functions: probabilistic relationships between a ground motion intensity measure (such as peak ground acceleration or spectral acceleration) and the probability of reaching or exceeding specific damage states (slight, moderate, extensive, complete). HAZUS, FEMA's loss estimation methodology, incorporates fragility functions for dozens of building types to model community-scale earthquake losses.

The concept of seismic design categories (SDCs) in the International Building Code (IBC) organizes construction requirements based on both hazard level and occupancy classification. SDC A represents very low hazard and has minimal requirements; SDC D, E, and F represent high hazard and require full seismic design provisions including special moment-resisting frames, shear walls with boundary elements, and foundation ties. Critical facilities (hospitals, fire stations, emergency operations centers) are classified as Risk Category IV and face the most stringent requirements—designed to remain operational following the Maximum Considered Earthquake (MCE), a 2%-in-50-year ground motion level.

Base isolation represents the most advanced approach to seismic protection for new and retrofitted buildings. By inserting flexible bearings—typically layered rubber and steel discs or sliding friction pendulum systems—between the foundation and the structure, base isolation shifts the building's fundamental period to 2.5–4 seconds, far away from the 0.1–1 second periods of typical earthquake energy. The building essentially floats above the shaking ground. The Christchurch Women's Hospital (New Zealand) and numerous Japanese government buildings employ base isolation; during the 2011 Tohoku earthquake, base-isolated structures showed interior accelerations 3–5 times lower than comparable fixed-base buildings.

FAQ

Which building types are most vulnerable to earthquakes?
Unreinforced masonry (URM) buildings—brick, stone, or adobe construction without internal steel reinforcement—are universally recognized as the most seismically vulnerable common building type. Masonry is brittle and strong in compression but weak in tension and shear; lateral ground motion generates shear forces that cause diagonal cracking and out-of-plane collapse of walls. The 1999 Izmit (Turkey) and 2010 Haiti earthquakes dramatically illustrated this vulnerability. Soft-story wood-frame buildings (those with an open ground floor for parking or commercial space) are the second most critical concern in the US, as the weak ground floor concentrates drift demands during shaking. Tilt-up concrete buildings—common in industrial and retail settings—are vulnerable due to poor wall-to-roof connections.
How does building age relate to earthquake safety?
Building age is a strong proxy for seismic design standards because building codes have progressively strengthened over time following major earthquakes. In the US, the Uniform Building Code first incorporated seismic provisions in 1927, substantially revised them after the 1971 San Fernando earthquake, and again after the 1994 Northridge and 1989 Loma Prieta events. Buildings constructed before 1973 in California generally predate modern ductile concrete detailing requirements. Buildings constructed before 1940 predate most seismic provisions entirely. Japan's Building Standard Law was fundamentally revised after the 1981 Miyagi earthquake (new seismic design standard, or Shinseitai) and again after the 1995 Kobe earthquake to address soft-story and torsional irregularities.
What is a soft-story building?
A soft-story building has a floor level that is significantly weaker or more flexible than the stories above it, creating a 'weak link' where lateral deformation concentrates during an earthquake. The most common configuration is an open ground floor—used for parking, retail, or large open spaces—surrounded by lightweight wood-frame construction above. The 1994 Northridge earthquake caused the collapse of numerous soft-story apartment buildings in the San Fernando Valley, killing 16 people. Los Angeles implemented a mandatory retrofit ordinance in 2015 requiring seismic upgrades to approximately 13,500 soft-story wood-frame buildings. The retrofit typically involves adding steel moment frames or shear walls at the ground level to stiffen and strengthen the weak story.
What is seismic retrofitting and is it worth it?
Seismic retrofitting encompasses a range of structural interventions designed to improve a building's performance during earthquake shaking. Common techniques include: cripple wall bracing (adding plywood sheathing to the short stud walls between the foundation and first floor), anchor bolt installation (connecting the sill plate to the concrete foundation), soft-story retrofits (adding moment frames or shear walls), and base isolation (installing flexible bearings that decouple the building from ground motion). Cost-benefit analyses consistently show positive returns: FEMA's Benefit-Cost Analysis for residential retrofits typically yields ratios of 3:1 to 7:1, meaning each dollar spent on retrofit saves $3–7 in future expected losses. This ratio increases substantially in high-seismic zones and for URM buildings.
How do I know if my building needs a seismic evaluation?
Professional seismic evaluation should be considered for buildings in moderate to high seismic zones that exhibit risk indicators: construction before 1980 (US), unreinforced masonry or adobe construction, soft-story configuration (open ground floor), presence of 'falling hazard' elements such as unreinforced parapets, chimneys, or heavy facades, foundation on filled land or soft soil, or an irregular floor plan (L-shape, T-shape) that creates torsional vulnerability. The ASCE 41-23 standard provides a tiered evaluation framework: Tier 1 is a rapid checklist-based screening, Tier 2 is a deficiency-focused analysis, and Tier 3 is a full nonlinear structural analysis. For homeowners, FEMA's Plan for Natural Disasters (P-530) and the California Residential Mitigation Program (CRMP) provide accessible self-assessment resources.