어떤 지진이 중요한 사례 연구가 되나요?

지진이 중요한 과학적 또는 공학적 교훈을 제공할 때 중요한 사례 연구가 됩니다. 이상적인 규모, 예상치 못한 위치, 독특한 피해 패턴, 심각한 인명 피해, 2차 재해 유발(쓰나미, 산사태), 또는 지진 과정 이해의 발전 등이 요인이 됩니다.

지진 사상자 수는 어떻게 추정하나요?

지진 사상자 추정치는 정부 보고서, 적십자 평가, 병원 기록, 사후 조사에서 나옵니다. 대규모 재난의 경우 초기 추정치가 크게 수정되는 경우가 많습니다. 역사적 지진 사망자 수는 확실성이 낮으며, 출처에 따라 크기 단위의 차이가 있을 수 있습니다.

지진에 의한 연쇄 재해란 무엇인가요?

연쇄 재해는 최초 지진에 의해 유발되는 2차 재난입니다. 쓰나미, 산사태, 토양 액상화, 화재(가스관 파손), 댐 붕괴, 산업 사고, 전염병 발생 등이 포함됩니다. 2011년 도호쿠 지진은 연쇄 재해(쓰나미 후 원전 노심 용융)가 어떻게 최초 사건의 영향을 증폭시킬 수 있는지를 보여주었습니다.

내진 건축 규정은 어떻게 발전하나요?

건축 규정은 주요 지진이 기존 설계 기준의 약점을 드러낸 후 업데이트됩니다. 1971년 샌페르난도 지진은 주요 콘크리트 설계 개혁으로 이어졌습니다. 1994년 노스리지 지진은 철골 접합부 재설계를 촉진했습니다. 각각의 중요한 지진은 향후 건축 규정과 시공 관행을 개선하는 데이터를 제공합니다.

지진 사례 연구는 대비에 어떤 역할을 하나요?

사례 연구는 과거 지진에서 무엇이 효과적이었고 무엇이 실패했는지를 기록하여 비상 계획에 정보를 제공합니다. 건물 파괴 패턴, 인프라 취약점, 통신 두절, 대피 문제 등을 드러냅니다. 유사한 지진 환경의 지역사회가 이러한 교훈을 활용하여 자체적인 대비 및 대응 계획을 개선할 수 있습니다.

1906 샌프란시스코 지진: 현대 지진학을 창시한 재해

5:12 AM, April 18: The San Andreas Breaks

In the hours before dawn on April 18, 1906, San Francisco was the largest city on the American West Coast, a booming commercial hub of approximately 400,000 people. Its streets were lit by gas lamps; its buildings ranged from elegant Victorian mansions on Nob Hill to dense working-class tenements in the South of Market district. At 5:12 AM, most of the city was asleep.

The earthquake began without warning. A foreshock of moderate size preceded the main rupture by perhaps twenty seconds — barely enough time to register as anything unusual before the full force of the event struck. The rupture initiated at a Hypocenter (Focus) approximately 11 kilometres beneath the ocean floor near Mussel Rock, on the coast about 3 kilometres north of the present city of Daly City. From there it propagated northward along the San Andreas Fault at approximately 3 kilometres per second, tearing through the crust for approximately 477 kilometres — all the way to the coast of Humboldt County — in a rupture that lasted roughly 45 to 65 seconds.

The assigned Magnitude — established retrospectively using the Seismograph records that existed and the principles of elastic rebound theory developed in its aftermath — is approximately 7.9. Some more recent analyses using careful calibration of historical instruments suggest M7.7 to M7.9. Regardless of the precise number, the Seismic Moment released was enormous, and its distribution over a nearly 500-kilometre rupture length meant that damaging shaking was experienced over a vast area of Northern California, from Eureka in the north to the Salinas Valley in the south.

In San Francisco itself, the ground shaking lasted approximately 40 to 60 seconds. In those seconds, buildings throughout the city were shaken to their limits — and many beyond those limits. The soft bay-fill sediments of the South of Market district and the Tenderloin amplified ground motion far beyond what bedrock sites experienced. The city would recover from the shaking; it nearly did not survive what came next.

The San Andreas Fault: 477 Kilometres of Rupture

The San Andreas Fault is one of the most studied geological structures on Earth — and it was the 1906 earthquake that placed it squarely at the centre of scientific attention. It is a Transform Boundary Strike-Slip Fault — the boundary between the Pacific Plate, moving northwest, and the North American Plate. Along most of its approximately 1,200-kilometre length from the Salton Sea to the Cape Mendocino triple junction, the fault moves at a rate of roughly 15 to 34 millimetres per year, varying by segment.

The northern portion of the fault, from San Francisco Bay northward to Cape Mendocino, had been locked — accumulating elastic strain without slipping — for centuries before 1906. Paleoseismic trenching studies conducted in the decades after 1906, using the carbon dating of disrupted organic material in trench walls, established that the northern San Andreas had experienced previous large ruptures in approximately 1838 and perhaps 1650 and 1350, suggesting a rough Earthquake Recurrence Interval on the order of 200 to 300 years for great ruptures on this segment.

The 477-kilometre rupture in 1906 produced maximum horizontal displacements of approximately 6 metres near Point Reyes, north of San Francisco, where the offset can still be seen in offset fence lines and roads preserved in the Point Reyes National Seashore. This dramatic Fault Rupture visible at the surface — a scarp and horizontal offset running for hundreds of kilometres — provided the observational foundation for what became one of seismology's most important theoretical contributions.

The Seismic Waves generated by this rupture were propagated through the exceptionally heterogeneous geology of the San Francisco Bay Area. The bay mud, reclaimed land, and alluvial deposits that underlay large portions of the city behaved very differently from the serpentinite and chert bedrock of the hills. Wave amplification in soft sediments could increase peak ground velocity by factors of five to ten compared with adjacent bedrock sites — a phenomenon that would not be formally understood until the work of George Housner and others decades later, but whose effects were devastatingly legible in the distribution of building damage in 1906.

40 Seconds of Shaking: Structural Destruction

The built environment of San Francisco in 1906 reflected the architectural confidence of a rapidly growing nineteenth-century American city, not the engineering prudence demanded by the seismic environment. Brick masonry was the dominant construction material for commercial and institutional buildings. Brick is an Unreinforced Masonry (URM) material with excellent compressive strength — it holds up well under vertical loads — but almost no tensile or shear strength. Lateral forces from ground shaking cause unreinforced brick walls to crack, lean, and collapse.

The inventory of structural damage following the earthquake documented widespread collapse of unreinforced brick buildings, particularly in districts built on soft sediments. The Valencia Street Hotel in the Mission District pancaked — its lower floors compressed by the weight of upper floors sinking into the Liquefaction-prone ground — killing approximately 200 people. The damage pattern exhibited the Soil Amplification (Site Effect) effect with stark clarity: brick buildings on bedrock hills survived far better than brick buildings of identical construction on bay mud, even at similar distances from the fault.

Newer steel-frame buildings, which had begun to appear in San Francisco's commercial district in the 1890s following the Chicago fire and the development of structural steel construction, performed dramatically better. The Call Building (now the Central Tower), the Spreckels Building, and several other steel-frame skyscrapers survived the earthquake with modest structural damage — testimony to the fundamental principle that ductile, well-connected structural systems absorb seismic energy rather than fragmenting under it. This distinction between brittle masonry and ductile steel construction would eventually become the engineering basis for modern seismic design philosophy, though it took several more decades and several more disasters before it was formally codified.

[[Liquefaction]] was widespread in the made-ground districts of the city — the filled tidal flats and former bay margins that underlay the South of Market, Mission, and North Beach neighbourhoods. Ground deformation, settlement, and lateral spreading caused foundations to lose support and buildings to rack and lean even where walls had not otherwise failed. Water and gas mains running through Liquefaction-prone areas were severed in dozens of places simultaneously.

The Great Fire: When Broken Water Mains Met Gas Leaks

The earthquake killed perhaps 700 people directly through building collapse and ground failure. The fire that followed killed far more — possibly an additional 2,000 to 3,000 — and destroyed 28,000 buildings across 490 city blocks. Understanding the fire requires understanding the water distribution system and the fire department's initial response to both the earthquake and its immediate consequence.

San Francisco's water supply in 1906 depended on a distribution system of iron pipes — many of them aging, with joints that were vulnerable to the differential ground movement caused by Seismic Waves and Liquefaction. Across the city, hundreds of water main breaks occurred simultaneously. When fires ignited from overturned stoves, ruptured gas lines, and sparking electrical wires — in many locations simultaneously within the first minutes after the earthquake — firefighters found that hydrants produced only trickles or nothing at all.

The San Francisco Fire Department, one of the best-equipped in the United States, was effectively disarmed by the water main failures. Chief Dennis Sullivan, who had spent years planning for exactly this contingency and had developed proposals for a dedicated Auxiliary Water Supply System (AWSS) fed from independent reservoirs, was mortally injured in the earthquake when chimneys from an adjacent building crashed through the roof of the fire station where he slept. His death robbed the city of its most capable disaster manager at the critical moment.

The Secondary Earthquake Hazards of gas leaks and severed electrical lines combined with the total loss of water pressure to create a fire that burned for three days and nights. Army engineers, civilian dynamite crews, and the fire department attempted to create firebreaks by demolishing buildings in the fire's path, but poorly executed demolitions often spread burning debris. The fire consumed the commercial centre of the city, the residential neighbourhoods of Hayes Valley and the Western Addition, and large sections of North Beach and Chinatown.

3,000 Dead, 225,000 Homeless: The Human Cost

Official casualty counts from the 1906 earthquake and fire have been subject to decades of revision. Early official estimates, politically motivated to minimize the disaster's severity and protect the city's commercial reputation, suggested fewer than 500 deaths. Modern historical research, including systematic examination of coroner's records, newspaper reports, and burial data compiled by historians Gladys Hansen and Emmet Condon, established a minimum death toll of approximately 3,000. The true number may be higher, as many deaths among marginalized communities — particularly Chinese residents in Chinatown and recent immigrants — were systematically undercounted.

The displacement of the city's population was total. Approximately 225,000 of San Francisco's 400,000 residents were left homeless. Refugee camps were established throughout Golden Gate Park, the Presidio, and other open areas. The largest of these, in Golden Gate Park, housed tens of thousands of people in tent cities for months. The United States Army managed a substantial portion of the relief operation, distributing food rations and managing law and order during the martial law period imposed in the immediate aftermath.

The physical destruction of the city — $400 million in 1906 dollars, roughly equivalent to $10-12 billion in current terms — was staggering. Yet San Francisco's commercial and civic energy, combined with substantial insurance payments (not all of which were honoured without litigation) and federal assistance, drove an extraordinarily rapid reconstruction. Within three years, much of the city had been rebuilt. The rebuilt San Francisco retained some of the old vulnerabilities — brick construction remained common, and the seismic lesson was not immediately translated into code changes of lasting significance.

H.F. Reid and the Elastic Rebound Theory

From the catastrophe of 1906 emerged one of the foundational insights of seismology. Harry Fielding Reid, a geologist at Johns Hopkins University, was appointed to the California State Earthquake Investigation Commission and charged with analysing the physical evidence of the earthquake. He conducted a painstaking analysis of the geodetic survey data available from before and after the earthquake — triangulation surveys that measured the positions of benchmarks across the San Francisco Bay Area.

The data revealed something remarkable. Points on the Pacific Plate side of the San Andreas Fault had moved northwest relative to points on the North American Plate side by amounts consistent with accumulated elastic strain released by the earthquake. And points close to the fault had moved more than points farther away — a pattern consistent with gradual elastic deformation of the crust on either side of a locked fault, followed by sudden release of that stored energy.

Reid published his conclusions in 1910 in Volume 2 of the California Earthquake Investigation Commission report. He proposed what he called the elastic rebound theory: that fault zones accumulate elastic strain over time as the plates on either side continue to move, that the crust deforms elastically around the locked fault zone, and that an earthquake represents the sudden release of this stored elastic energy when friction is overcome and the fault slips. The deformed crust springs back — rebounds — toward its undeformed equilibrium state.

This theory, while subsequently refined and complicated by our understanding of the detailed physics of fault slip, remains the conceptual foundation of earthquake science. The Seismograph records of 1906, analysed within this theoretical framework, established that the fault rupture propagated at finite speed, that Seismic Waves of different types travel at different speeds, and that the wave patterns could be used to locate Epicenters and characterise fault geometry. Modern seismology is, in a direct intellectual lineage, a child of April 18, 1906.

Rebuilding San Francisco: Speed Over Safety

The political and economic imperative to demonstrate that San Francisco had recovered drove a reconstruction that was remarkable for its speed and troubling for its safety implications. Mayor Eugene Schmitz and the Committee of Fifty that effectively ran the city in the immediate aftermath prioritized visible recovery — clearing debris, rebuilding streets, restoring commercial functions — over systematic improvements to building practice. Brick construction returned to the rebuilt city in large quantities. The lesson that soft-sediment districts amplified shaking and brick buildings collapsed in them was not translated into land-use regulations or building type restrictions.

The California legislature failed to enact meaningful seismic building code legislation in the decade after 1906. Insurance companies, whose payouts after the earthquake were complicated by a peculiarity of many policies that covered fire damage but not earthquake damage (leading to allegations that many fires were deliberately set to trigger fire coverage), largely resumed business without demanding improved construction quality.

The Auxiliary Water Supply System — championed by Chief Sullivan and proven necessary by the disaster — was eventually built between 1908 and 1913. Its redundant reservoirs, pump stations, and high-pressure mains served San Francisco through the 1989 Loma Prieta earthquake, when it helped contain fires in the Marina District. This was one of the most consequential infrastructure investments made after 1906.

Legacy: The Birth of Earthquake Science in America

The 1906 San Francisco earthquake's most durable legacy is scientific. The event occurred at a moment when Seismograph networks were beginning to spread across the world, when geodetic surveys provided unprecedented data on ground deformation, and when the scientific community was ready to synthesise observations into theory. Reid's elastic rebound theory gave seismology its conceptual backbone. The California Earthquake Investigation Commission's report remains one of the most thorough post-earthquake analyses ever conducted.

The earthquake established the institutional foundation for American seismology. The Seismological Society of America was founded in 1906, explicitly in response to the disaster. The California Strong Motion Instrumentation Program, the predecessor of modern accelerograph networks, traces its intellectual lineage to 1906. The USGS earthquake hazards program, which today operates the most extensive seismic monitoring network in the world, grew from the scientific agenda defined by the 1906 disaster.

More than a century later, the northern San Andreas Fault — the segment that ruptured in 1906 — remains locked and accumulating strain. Scientists estimate that it has accumulated roughly two-thirds of the strain energy required for another M7.5+ event. The Hayward Fault, which runs through the dense urban East Bay and is considered by some hazard analysts the most dangerous fault in the United States in terms of expected casualties given its proximity to population, last ruptured in 1868. The Bay Area is not finished with large earthquakes. The legacy of 1906 is a reminder not just of what has happened, but of what remains inevitable.

The Fort Ross Connection and Russian Records

Among the most valuable resources for understanding the 1906 San Andreas rupture are the records from Fort Ross — a Russian colonial trading post established in 1812 at Metini on the Sonoma County coast, approximately 100 kilometres north of San Francisco. Russian colonists maintained meteorological, astronomical, and observational records throughout their tenure at Fort Ross, and these records have been examined by historians and geologists for information about earlier San Andreas earthquakes.

The Fort Ross records document several strong earthquakes felt at the site between 1812 and 1841, when the Russians sold Fort Ross to John Sutter. The 1812 event in particular — felt strongly across Alta California — may be associated with a rupture of the southern or central San Andreas or an offshore fault. The Russian records, combined with Spanish mission registers that recorded earthquake events across the California coastal missions, provide a partial pre-American historical record of seismicity along the San Andreas system that extends the catalogue roughly 100 years before the 1906 earthquake.

These historical records are insufficient to determine the recurrence interval for great earthquakes on the northern San Andreas with precision, but they are consistent with the paleoseismic evidence from trench sites. The combination of historical, archaeological (native oral traditions documented by ethnographers), and geological evidence suggests that the interval between M7.5+ ruptures on the northern San Andreas is several hundred years — long enough that no living memory persists between events.

The Photographic Record

The 1906 San Francisco earthquake is the first great urban disaster to be comprehensively documented in photographs. The camera technology of 1906 — large-format glass plates, folding bellows cameras, and early celluloid roll film — was sufficiently developed for documentary photography, and San Francisco in 1906 had a substantial community of professional and amateur photographers. In the days after the earthquake and fire, photographers documented the destruction with extraordinary thoroughness.

The photographs of Arnold Genthe — who salvaged a camera from a friend's shop after his own was destroyed and walked through the burning city photographing the fire — are among the most iconic disaster photographs ever taken. The images of smoke rising over Market Street, of the ruined City Hall dome, of refugees camping in the streets and parks, created a visual record that shaped public understanding of the disaster and has remained part of San Francisco's cultural identity for over a century.

Photographic documentation also served scientific purposes. The systematic photography of damaged buildings and geological features — fault offsets, ground rupture traces, and Liquefaction effects — conducted by members of the California State Earthquake Investigation Commission provided a visual record that complemented the written damage reports. These photographs have been examined by earthquake engineers and historians many times in subsequent decades, providing observational data on building types and their performance that helped calibrate understanding of seismic vulnerability in early twentieth-century American construction.

Insurance, Law, and the Economics of Disaster

The financial reckoning of the 1906 disaster introduced complexities that would shape American insurance law and disaster finance for decades. Many property insurance policies of the era covered fire damage but explicitly excluded earthquake damage. When fires consumed much of what the earthquake had damaged or destroyed, policy holders and insurers disagreed vigorously over whether the fire losses were attributable to the earthquake — in which case they might be excluded — or to the post-earthquake fires themselves, which were at least nominally separable from the earthquake shaking.

The resolution of these disputes was accomplished through negotiation and legal settlement rather than consistent judicial doctrine, and the outcome varied by insurer. Some companies paid claims generously; others refused all earthquake-related fire claims; several insurers simply became insolvent under the scale of losses. The total insured losses were approximately $200-235 million out of total estimated losses of $400-500 million — a coverage ratio of roughly 50 percent, which was actually higher than might have been expected given the earthquake exclusion clauses.

The insurance industry's response to 1906 contributed to the historical underprovision of earthquake insurance in California. The complexity and cost of earthquake coverage — combined with the perception that major Bay Area earthquakes were rare — made earthquake insurance commercially difficult to market. By the late twentieth century, the proportion of California homeowners with earthquake insurance was below 15 percent, a situation that has improved only modestly despite major events in 1989 and 1994. The 1906 precedent of insurance complexity and insurer insolvency created a lasting skepticism about private earthquake insurance markets.

The Role of Army General Frederick Funston

In the immediate aftermath of the earthquake, the commander of the Presidio garrison, Brigadier General Frederick Funston, took a series of actions that were constitutionally questionable but practically significant. Before Mayor Schmitz had issued any orders, Funston deployed army troops throughout the city, authorized the use of explosives to create firebreaks, and effectively declared military authority over the disaster area. His actions were never formally sanctioned by the civilian government, and his demolition orders — which he gave to army engineers without coordination with the fire department — were later criticized as having spread rather than contained the fire in several instances.

Funston's role illustrates a recurring tension in disaster response: the practical effectiveness of military logistics and manpower versus the constitutional primacy of civilian authority. American law severely restricts military involvement in domestic law enforcement and civil governance. Funston's improvised deployment in 1906 was tolerated because the civilian government was temporarily incapacitated and because his troops provided real services — food distribution, law enforcement, and engineering assistance. But the lack of formal civilian oversight created conditions in which military decisions of questionable wisdom were implemented without the checks that a functioning civil-military coordination framework would have provided.

The post-1906 experience contributed to the development of clearer civil-military disaster response protocols in California and eventually nationally. The principle that military assets support but do not supplant civilian emergency management authority — now enshrined in the Stafford Act and implemented through the National Incident Management System — can be traced in part to the ambiguities exposed by Funston's autonomous actions in April 1906.

Comparative Performance Across Structural Types in 1906

The detailed post-earthquake surveys conducted by the California State Earthquake Investigation Commission document, with remarkable precision for the era, the differential performance of different construction types in different soil conditions. This comparative dataset — one of the earliest systematic post-earthquake building performance analyses in history — contains observations that are remarkably congruent with modern understanding of earthquake structural engineering.

Steel-frame construction, where available, outperformed brick masonry dramatically. The Palace Hotel, a brick structure, was severely damaged; the Call Building, a steel frame, survived. Wood-frame construction — the dominant form for residential buildings in San Francisco — performed relatively well, particularly on bedrock and compact soils, because wood is a naturally ductile material that absorbs energy through deformation without catastrophic failure. Many wood-frame houses in the hills of San Francisco survived the earthquake with minor damage and were subsequently destroyed by fire rather than structural failure.

This hierarchy — steel frame best, wood frame adequate, brick masonry worst — has been confirmed repeatedly in subsequent earthquakes and remains the fundamental basis of seismic building classification. The 1906 San Andreas Fault rupture provided the empirical foundation for a structural understanding that would be elaborated by engineering research over the following century.

Seismological Lessons Encoded in Subsequent California Building Codes

The first major California state building code change directly addressing earthquake resistance came in 1933 — 27 years after the 1906 earthquake — when the Long Beach earthquake destroyed 120 school buildings, injuring many children and killing 115 people. The Field Act, enacted within weeks of the Long Beach earthquake, required all new school construction in California to meet engineered seismic standards and required inspection by qualified civil engineers or structural engineers. If a comparable law had been enacted immediately after 1906, thousands of California schoolchildren would have been safer for the next century.

The Riley Act, also enacted in 1933, extended similar requirements to all building construction in California, though with weaker enforcement provisions than the Field Act. The 1933 legislation established the institutional framework that was progressively elaborated in subsequent decades into California's comprehensive seismic safety program — including the Alquist-Priolo Earthquake Fault Zone Act (1971), the California Seismic Safety Commission (1975), the Hospital Seismic Safety Act (1973 and subsequent amendments), and the Unreinforced Masonry Building Law (1986).

This legislative history — 27 years of inaction between 1906 and 1933, followed by accelerating regulatory development driven by each subsequent damaging earthquake — is characteristic of how seismic building codes evolve: disasters create the political will for regulatory reform that scientific understanding alone cannot generate. The 1906 earthquake established the scientific understanding; it took the 1933 Long Beach earthquake to create the regulatory response. The same pattern — scientific knowledge preceding regulatory action by years or decades — recurs throughout earthquake history.

The Living San Andreas: Modern Hazard from a Historic Fault

The 1906 earthquake did not exhaust the seismic hazard of the San Andreas Fault in the Bay Area. The northern San Andreas — the segment that ruptured in 1906 — has been reloading since April 18, 1906. GPS measurements confirm that the relative motion between the Pacific and North American plates in the Bay Area continues at approximately 38 millimetres per year. The fault is accumulating strain at this rate. In the 118+ years since 1906, it has accumulated enough deformation for another large earthquake.

The probability estimates for the next M6.7+ earthquake in the San Francisco Bay Area, published by the USGS and the California Earthquake Prediction Evaluation Council, suggest approximately 63 percent probability over any given 30-year period. The Hayward Fault — which runs through Oakland, Berkeley, and dozens of East Bay cities and last ruptured in 1868 — is considered by many seismologists to represent the most immediate major threat, with an estimated probability of a M6.7+ event of approximately 33 percent in any 30-year window.

The Bay Area's enormous investments in building safety, infrastructure hardening, lifeline retrofitting, and community preparedness — driven in part by the 1906 legacy and in part by the 1989 Loma Prieta earthquake — represent the most comprehensive attempt to manage urban earthquake risk in the United States. Yet the region remains at risk, and the scale of potential casualties and economic loss from a repeat 1906-scale event has been estimated at 800 to 1,800 deaths and $80-200 billion in losses — sobering numbers for a region that has spent more per capita on seismic preparedness than perhaps anywhere else on Earth.

April 18, 1906, was the morning American seismology was born — born in fire, in rubble, and in the quiet work of scientists who, even as smoke rose over San Francisco Bay, were already asking what had happened and why. The elastic rebound theory that emerged from their investigation remains the cornerstone of earthquake science more than a century later. The fault that produced it continues to accumulate strain. The city that was rebuilt above it continues to grow. The conversation between the San Andreas and the city of San Francisco is not finished; it has merely been paused.

The gap between what San Francisco experienced in 1906 and what it might experience in the future is largely a gap of preparedness — of buildings retrofitted, of infrastructure hardened, of communities that know what to do. That gap, while narrowed over 118 years of investment and effort, is not closed. The Great San Francisco Earthquake of 1906 remains the most important event in the history of American seismology not because of its exceptional magnitude — larger earthquakes have occurred since — but because it happened in a place where scientists could observe it, study it, and use it to understand the planet that generates all earthquakes. The science it created has been repaid many times over in lives saved. There is more repayment still to come.

In the months after the earthquake, as the Chinese wall of secrecy around Qingcheng began to crack and observers began to grasp the true scale of the San Francisco disaster, the seismological community committed itself to the long work of understanding. The 1906 earthquake is, in this sense, not a closed chapter but an ongoing conversation between science and hazard — a conversation that gains new participants with every earthquake season, and new stakes with every year that Bay Area development extends deeper into vulnerable zones that April 18, 1906 briefly and terribly illuminated.

Use Earthquake Energy Calculator to explore the energy of a M7.9 rupture over 477 kilometres of fault length, and Distance from Epicenter to map how ground motion attenuated across the Bay Area on April 18, 1906.