耐震病院設計

Why Hospitals Are Different

Hospitals occupy a unique position in earthquake engineering: they are simultaneously the buildings most needed after an earthquake and the buildings most vulnerable to losing function from earthquake damage. A hospital that collapses, or that must be evacuated due to structural damage, denies medical care to earthquake casualties precisely when that care is most urgent. The post-earthquake functionality requirement — the ability to continue operations after the design earthquake — demands performance levels far beyond life safety that governs most buildings.

This extended performance requirement is expressed in the 性能設計（性能規定型耐震設計）画一的な基準要件ではなく、地震の強さごとに異なる目標性能レベル（供用継続・人命安全・倒壊防止）を設定する高度な設計手法。 framework as "Immediate Occupancy" or "Operational" performance — defined as the building remaining open and fully functional after the earthquake with little or no damage and no interruption to operations. Achieving this level requires not just structural safety but protection of nonstructural systems: medical equipment, mechanical and electrical systems, piping, and data infrastructure. The structural frame may survive intact while inoperable elevators, ruptured water supply lines, or damaged medical gas systems render the hospital non-functional.

Historical Failures That Drove Reform

The 1971 San Fernando earthquake caused the collapse of the Olive View Medical Center — a recently constructed concrete hospital — killing three patients. The Veterans Administration Hospital also suffered severe structural damage. These collapses, combined with the broader failure of hospitals to remain functional for treating the earthquake's victims, triggered California's Hospital Facilities Seismic Safety Act (Alfred E. Alquist Hospital Facilities Seismic Safety Act, SB 1953) in 1973, establishing the most stringent hospital seismic design requirements in the world.

The 1994 Northridge earthquake tested whether the California hospital program worked. Modern hospitals built under SB 1973 requirements performed well. But approximately 5,000 hospital beds were removed from service in the Los Angeles area due to damage, primarily in older facilities that predated strong requirements. Holy Cross Medical Center, the closest hospital to the epicenter, was evacuated due to structural damage. The earthquake demonstrated that even a moderate urban earthquake could severely compromise the healthcare infrastructure of a major metropolitan area.

California's response was SB 1953 (1994), which categorized all hospitals into structural performance tiers (SPC) and nonstructural performance tiers (NPC) and established a compliance timeline for upgrades. The program has driven the retrofit or replacement of hundreds of hospital buildings across California over the past three decades, substantially improving the system's earthquake resilience.

免震基礎部分に柔軟な支承を用いることで、建物と地面の揺れを切り離す耐震工学技術。構造物に伝わる力を75〜90%低減する。 for Hospitals

免震基礎部分に柔軟な支承を用いることで、建物と地面の揺れを切り離す耐震工学技術。構造物に伝わる力を75〜90%低減する。 is the most commonly applied advanced seismic technology in hospital construction precisely because its benefits — reduced floor accelerations and protection of building contents — directly address the hospital's functional continuity requirement. When floor accelerations are reduced by 60-80% compared to a conventional building, medical equipment, diagnostic imaging systems, computer infrastructure, and emergency supplies remain in place and undamaged.

The USC University Hospital in Los Angeles, constructed on 68 lead-rubber bearings in 1991, demonstrated this principle in the 1994 Northridge earthquake: while nearby conventional hospitals experienced equipment damage and operational disruption, USC University Hospital continued operating normally. The comparison was stark enough to accelerate isolation adoption in subsequent California hospital construction.

Isolation for hospitals requires careful attention to the isolation gap and flexible utility connections. Medical gases, fire suppression water supply, electrical power, and data systems must all cross the isolation interface through flexible connections that accommodate the expected displacement — typically 300-600mm in a major earthquake — without breaking. These connections are not merely engineering details; a ruptured oxygen supply line or broken sprinkler pipe could be catastrophic during earthquake response operations.

性能設計（性能規定型耐震設計）画一的な基準要件ではなく、地震の強さごとに異なる目標性能レベル（供用継続・人命安全・倒壊防止）を設定する高度な設計手法。 in Practice

性能設計（性能規定型耐震設計）画一的な基準要件ではなく、地震の強さごとに異なる目標性能レベル（供用継続・人命安全・倒壊防止）を設定する高度な設計手法。 for hospitals explicitly defines target performance at multiple hazard levels. California's OSHPD (Office of Statewide Health Planning and Development) regulates hospital construction and requires a two-level performance objective: Immediate Occupancy at the 475-year earthquake (10% probability of exceedance in 50 years), and Life Safety at the 2,475-year earthquake (2% probability of exceedance in 50 years). The Immediate Occupancy objective means that structural drifts must remain small enough to prevent nonstructural damage and equipment displacement.

Meeting this objective requires detailed analysis of both structural and nonstructural elements. Anchorage of medical equipment — imaging systems, autoclaves, pharmacy dispensing units, pharmacy refrigerators — must be engineered to resist the floor accelerations from the design earthquake. Suspended ceiling systems must either be braced for seismic loading or replaced with open plans that eliminate ceiling collapse hazards. Medical gas piping must be seismically braced, with flexible connections at every piece of equipment.

The nonstructural component provisions of ASCE 7 Chapter 13 provide the framework for 耐震設計地震力に耐えられるよう構造物を設計する手法。現代の耐震設計は、大地震における構造被害はある程度許容しつつ、倒壊の防止と人命の保護を目指す。 of equipment anchorage, determining the required anchorage force based on the floor acceleration at the component's installation height, the component's weight and importance factor. For a hospital component (Ip = 1.5) at the eighth floor of a 10-story building, the design force may be several times the force for the same component at grade level — a factor often overlooked in conventional construction but critical for hospital functionality.

Operational Resilience Requirements

Beyond structural and nonstructural performance, hospitals must maintain operational resilience through redundant and hardened building systems. Emergency power must be capable of powering the entire hospital for 96 hours after an earthquake severing utility power. Emergency water supply must support fire suppression, patient care, and sanitation for a minimum period. Emergency generator fuel storage and seismic protection of fuel systems is a specific requirement after multiple earthquakes revealed generator failures from fuel line damage.

Medical air and vacuum systems — critical for patient ventilation and surgical support — must be seismically braced and provided with automatic isolation valves that close if pressure drops below operating levels, preventing hazardous gas leaks. The complexity of hospital systems means that a comprehensive seismic assessment must involve mechanical, electrical, plumbing, and structural engineers working together, rather than treating seismic design as exclusively a structural problem.

International Approaches

Japan has some of the world's most stringent hospital seismic standards, reflecting both the country's extreme seismic hazard and its experience in major earthquakes. The 2011 Tohoku earthquake severely tested hospitals in northeastern Japan: some facilities were damaged or overwhelmed, but newly constructed and retrofitted hospitals in the affected region generally maintained functionality. The Ishinomaki Red Cross Hospital, though on the boundary of the tsunami inundation zone, continued operating as a major trauma center throughout the disaster.

New Zealand updated its hospital seismic standards following the 2011 Christchurch earthquake, which rendered most of the city's hospital capacity unusable through a combination of structural damage to older buildings, equipment damage, and infrastructure disruption. The government committed to replacing damaged facilities with purpose-built 免震基礎部分に柔軟な支承を用いることで、建物と地面の揺れを切り離す耐震工学技術。構造物に伝わる力を75〜90%低減する。 structures incorporating comprehensive nonstructural protection — an $800 million investment demonstrating the cost of not investing in resilient hospital design initially.

The International Hospital Federation guidelines and WHO documents on hospital seismic safety have driven improvements in emerging economies where earthquake risk is high but hospital seismic standards have lagged behind structural advances. The "safe hospitals" initiative recognizes that protecting healthcare infrastructure is a fundamental component of disaster resilience, not merely a building performance objective.