The primary goal of earthquake-resistant design is to ensure that structures can withstand the forces generated by an earthquake without collapsing, thereby protecting the lives of occupants and preventing catastrophic damage.

Response spectrum analysis is a simplified method for estimating the seismic forces acting on a structure. It is commonly used for regular buildings in low-to-moderate seismic zones due to its computational efficiency and ease of application.

Seismic isolation systems are designed to reduce the seismic forces transmitted to the structure by isolating it from the ground motion. This is achieved through the use of flexible bearings or other isolation devices that allow the structure to move independently of the ground.

Moment-resisting frames are commonly used for high-rise buildings in seismic regions due to their ability to resist lateral forces through the bending of beams and columns. They provide ductility and energy dissipation capacity, which are essential for resisting seismic loads.

Shear walls are vertical elements that resist lateral forces by transferring them to the foundation. They provide lateral stability to the structure and prevent it from overturning during an earthquake.

Providing adequate confinement to concrete is crucial in seismic regions to prevent the buckling of longitudinal reinforcement and ensure the ductility of reinforced concrete members. This is achieved through the use of transverse reinforcement, such as stirrups or ties.

Seismic gaps are intentionally provided in structures to act as sacrificial elements during an earthquake. They are designed to yield and dissipate energy, thereby protecting the rest of the structure from damage.

Pile foundations are commonly used for structures in seismic regions due to their ability to transfer loads to deeper, more stable soil layers. They provide better resistance to lateral forces and reduce the risk of foundation failure during an earthquake.

Ductility is a crucial property in earthquake-resistant design. It allows the structure to undergo large deformations without losing its load-carrying capacity. This enables the structure to absorb energy during an earthquake and prevent collapse.

ASCE 7 is the primary code that provides guidelines for the seismic design of buildings in the United States. It specifies the minimum requirements for structural design to resist earthquake forces and ensure the safety of occupants.

Capacity design is a fundamental principle in earthquake-resistant design. It involves designing structural elements to have sufficient strength and ductility to resist the anticipated seismic forces without collapsing. This ensures that the structure can withstand the demands of an earthquake without compromising its integrity.

Viscous dampers are commonly used to dissipate energy during an earthquake. They consist of a viscous fluid that resists the relative motion between two structural elements, converting kinetic energy into heat energy.

The strong column-weak beam design concept aims to provide a ductile failure mechanism in earthquake-resistant structures. By designing the columns to be stronger and stiffer than the beams, the beams are forced to yield and dissipate energy during an earthquake, preventing the collapse of columns.

A soft story is a structural irregularity where one story of a building is significantly weaker or less stiff than the stories above. This can lead to concentration of seismic forces in the soft story, increasing the risk of collapse during an earthquake.

Considering soil-structure interaction in earthquake-resistant design is crucial because it can influence the seismic forces acting on the structure, alter its dynamic characteristics, and potentially lead to liquefaction and ground failure. These factors can significantly affect the structural response and overall performance of the building during an earthquake.