Seismic Analysis

A seismic analysis is conducted to evaluate the response of structures such as racking and mezzanines to seismic activity, such as earthquakes. The behavior of buildings, bridges, and other infrastructure is assessed to determine their ability to withstand the forces generated by seismic waves. This analysis involves the use of mathematical models, simulations, and historical data to predict the potential impact of seismic events and to design structures that are resilient to such forces. Through seismic analysis, the safety and stability of structures in earthquake-prone areas can be ensured, thereby minimizing the risk of damage and loss of life.

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The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design.

Hazard loads are provided by the U.S. Geological Survey Seismic Design Web Services.

While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report.

MCER Horizontal Response Spectrum

The MCER (Maximum Considered Earthquake Response) Horizontal Response Spectrum is a set of curves or data that represent the maximum expected ground motion response during an earthquake. This response spectrum is used in structural engineering to design buildings and other structures that can withstand the forces generated by the most severe earthquake considered likely at a given location. The MCER Horizontal Response Spectrum takes into account various factors such as local soil conditions, the characteristics of potential earthquakes in the area, and the dynamic properties of structures. By using this spectrum, engineers can ensure that structures are designed with adequate strength and flexibility to survive and remain functional after an earthquake.

Design Horizontal Response Spectrum

The Design Horizontal Response Spectrum is a tool used in structural engineering to represent the expected horizontal ground motion at a specific site during an earthquake. This spectrum provides a graphical representation of how different frequencies of ground motion are expected to impact a structure, allowing engineers to design buildings and other infrastructure to withstand these forces. The spectrum is typically derived from the Maximum Considered Earthquake (MCER) response spectrum but may be adjusted to account for various factors such as the importance of the structure, local seismicity, and soil conditions. By utilizing the Design Horizontal Response Spectrum, engineers can ensure that structures are appropriately designed for safety, minimizing the risk of damage and enhancing resilience to seismic events.

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