Pemeriksa Keselamatan Bangunan

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

Assessment

Jenis Bangunan

Tahun Dibangun

Jumlah Lantai

Jenis Tanah

Bagaimana Konstruksi Bangunan Mempengaruhi Kerentanan Gempa Bumi

Kerentanan gempa bumi suatu bangunan bergantung pada sistem strukturnya, usia, tinggi, dan tanah tempat bangunan berdiri. Standar bangunan seismik modern mewajibkan struktur untuk menahan guncangan tanah tanpa runtuh, tetapi banyak bangunan yang lebih tua dibangun sebelum persyaratan ini ada.

Alat ini terinspirasi oleh FEMA P-154, metodologi Rapid Visual Screening (RVS) yang digunakan oleh insinyur untuk menilai dengan cepat sejumlah besar bangunan untuk kerentanan seismik. Meskipun alat ini memberikan estimasi pendidikan, penilaian struktural yang terperinci memerlukan inspeksi di tempat oleh insinyur berlisensi.

Faktor Kunci dalam Keselamatan Bangunan terhadap Gempa Bumi

Jenis konstruksi: Bangunan rangka kayu umumnya paling tahan gempa karena fleksibilitasnya. Pasangan batu yang tidak diperkuat (URM) adalah yang paling rentan. Bangunan beton bertulang dan baja berada di antaranya, dengan kinerja yang bergantung pada detail desain dan tahun konstruksi.
Usia bangunan: Standar seismik telah meningkat secara dramatis sejak tahun 1970-an. Bangunan pra-1970 mungkin tidak memiliki fitur ketahanan gempa dasar. Bangunan pasca-2000 umumnya memenuhi standar modern. Retrofit dapat secara signifikan meningkatkan kinerja seismik bangunan yang lebih tua.
Kerentanan lantai lunak: Bangunan dengan lantai dasar terbuka (misalnya parkir di bawah apartemen) rentan terhadap runtuhnya pancake selama gempa bumi. Fitur arsitektur ini menciptakan diskontinuitas kekakuan yang mengkonsentrasikan gaya seismik.
Interaksi tanah-struktur: Bangunan di tanah lunak mengalami guncangan yang diperkuat dan dapat mengalami efek resonansi ketika periode alami bangunan cocok dengan frekuensi dominan tanah. Ini dapat terjadi bahkan pada jarak yang cukup jauh dari episentrum.

Kegunaan Umum

Mendapatkan estimasi kerentanan awal untuk rumah atau tempat kerja sebelum berkonsultasi dengan insinyur struktural.
Memahami karakteristik bangunan mana yang meningkatkan atau menurunkan risiko gempa bumi.
Mempelajari opsi retrofit seismik dan kapan mungkin direkomendasikan.
Membandingkan kerentanan berbagai jenis bangunan untuk tujuan pendidikan atau perencanaan.

How to Use

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
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
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.