Seismic Considerations for Steel Storage Racks Located in Areas Accessible to the Public

Seismic Considerations for Steel Storage Racks Located in Areas Accessible to the Public PDF

Author: Federal Emergency Agency

Publisher: FEMA

Published: 2013-04-03

Total Pages: 169

ISBN-13:

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During the past few decades, the number of large public warehouse stores (often referred to as big-box stores) across the nation has grown significantly, changing both consumer buying habits and the public's risk of injury during earthquakes. During an earthquake, occupant safety in a big-box store depends on both the structural performance of the building and on the performance of the storage racks and their contents. Earthquake ground motions can cause storage racks to collapse or overturn if they are not properly designed, installed, maintained, and loaded. In addition, goods stored on the racks may spill or topple off. Both occurrences pose a life-safety risk to the exposed shopping public. The immediate stimulus for the project that resulted in this report was a 2003 request from the State of Washington to the Federal Emergency Management Agency (FEMA) for guidance concerning the life-safety risk posed by the storage racks in publicly accessible areas of retail stores, especially the risk of rack collapse of loss of stored goods during an earthquake. FEMA asked the Building Seismic Safety Council (BSSC) to develop the requested guidance. To do so, the BSSC established a Rack Project Task Group composed of practicing engineers, storage rack designers, researchers, representatives of the Rack Manufacturers Institute (RMI) and the Retail Industry Leaders Association, and members of applicable technical subcommittees responsible for updating the NEHRP Recommended Provisions. In developing this guidance document, the Task Group focused primarily on steel single selective pallet storage racks. It reviewed available information on storage rack performance during earthquakes and the background on the development of standards and code requirements for storage racks; assessed seismic requirements for storage racks and current practices with respect to rack design, maintenance and operations, quality assurance, and post-earthquake inspections; and examined available research and testing data. Based on its study, the Task Group developed short-term recommendations to improve current practice and formulated long-term recommendations to serve as the basis for improved standards documents such as the NEHRP Recommended Provisions, ASCE 7, and the RMI-developed storage rack specification. Over the near term, the Task Group recommends that the 2003 NEHRP Recommended Provisions requirements for steel single selective pallet storage rack design be followed and that connections be checked in accordance with a procedure to be developed by RMI. The Task Group also recommends that additional guidance presented in this report be voluntarily adopted by store owners and operators. Further, given the fact that maintenance and use of storage racks is a key element to their acceptable performance during earthquakes, store owners and operators should adopt an appropriate quality assurance plan; as a minimum, the best self-imposed practices of store owners and operators should be maintained. The Task Group's primary long-term recommendation is that the RMI specification be brought into conformance with the 2003 NEHRP Recommended Provisions, which is the basis for seismic requirements found in current seismic design standards and model building codes. The Task Group also recommends that optional performance-based and limit state procedures and component cyclic testing procedures be incorporated into the RMI-developed specification. Compliance with these procedures will demonstrate that the storage racks have the capacity to resist maximum considered earthquake ground motions without collapse. It also is recommended that regulatory bodies periodically review the quality assurance programs of stores and implement any regulations needed to satisfy life-safety concerns that relate to the securing of rack contents and rack maintenance and use.

Seismic Behavior of Steel Storage Pallet Racking Systems

Seismic Behavior of Steel Storage Pallet Racking Systems PDF

Author: Carlo Andrea Castiglioni

Publisher: Springer

Published: 2016-02-04

Total Pages: 502

ISBN-13: 3319284665

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This book presents the main outcomes of the first European research project on the seismic behavior of adjustable steel storage pallet racking systems. In particular, it describes a comprehensive and unique set of full-scale tests designed to assess such behavior. The tests performed include cyclic tests of full-scale rack components, namely beam-to-upright connections and column base connections; static and dynamic tests to assess the friction factor between pallets and rack beams; full-scale pushover and pseudodynamic tests of storage racks in down-aisle and cross-aisle directions; and full-scale dynamic tests on two-bay, three-level rack models. The implications of the findings of this extensive testing regime on the seismic behavior of racking systems are discussed in detail, highlighting e.g. the confirmation that under severe dynamic conditions “sliding” is the main factor influencing rack response. This work was conceived during the development of the SEISRACKS project. Its outcomes will contribute significantly to increasing our knowledge of the structural behavior of racks under earthquake conditions and should inform future rack design.

Proceedings of the Indian Structural Steel Conference 2020 (Vol. 1)

Proceedings of the Indian Structural Steel Conference 2020 (Vol. 1) PDF

Author: Mahendrakumar Madhavan

Publisher: Springer Nature

Published: 2023-08-16

Total Pages: 780

ISBN-13: 9811993904

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This book comprises the select peer-reviewed proceedings of the Indian Structural Steel Conference (ISSC 2020). The topics cover state-of-the-art and state-of-the-practice in structural engineering, and latest research in structural modeling and design. Novel analytical, computational and experimental techniques, proposal of new structural systems, innovative methods for maintenance, rehabilitation, and monitoring of existing structures, and investigation of the properties of engineering materials as related to structural behavior are presented in the book. This book will be very useful for structural engineers, researchers, and consultants interested in sustainable materials and steel construction.

Are We Prepared?

Are We Prepared? PDF

Author: United States. Congress. House. Committee on Science, Space, and Technology (2011). Subcommittee on Technology and Innovation

Publisher:

Published: 2011

Total Pages: 88

ISBN-13:

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Proceedings of the 2022 Eurasian OpenSees Days

Proceedings of the 2022 Eurasian OpenSees Days PDF

Author: Fabio Di Trapani

Publisher: Springer Nature

Published: 2023-04-19

Total Pages: 489

ISBN-13: 3031301250

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This book highlights the latest advances, innovations, and applications in the field of structural and geotechnical engineering, as presented by leading international researchers and engineers at the 2nd Eurasian Conference on OpenSees—Open System for Earthquake Engineering Simulation (EOS), held in Turin, Italy, on July 7–8, 2022. The conference was meant to give an overview on the latest developments made with the OpenSees framework as well as to present research and practical outcomes in which OpenSees plays an important role. Conference topics cover cutting-edge applications of OpenSees in the field of structural and geotechnical engineering, the development of new elements and materials, and also the development of new pre- and post-processors. The contributions, which were selected by means of a rigorous international peer-review process, present a wealth of exciting ideas that will open novel research directions and foster multidisciplinary collaboration among different specialists.

Design and Development of a Seismic Isolation System for Commercial Storage Rack

Design and Development of a Seismic Isolation System for Commercial Storage Rack PDF

Author: Robert Joseph Michael

Publisher:

Published: 2013

Total Pages: 477

ISBN-13:

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During the past forty years, the number of large retail stores (often referred to as big-box stores) has grown significantly. These stores incorporate steel pallet storage racks loaded with heavy merchandise which pose a life-safety risk to the exposed general public during a seismic event. A base isolation system compatible with conventional racks is designed and developed which provides seismic isolation primarily in the cross-aisle direction. The new patented base isolation system provides seismic isolation by incorporating heavily damped elastomeric bearings (referred to here as seismic mounts) and low-friction bearing plates. The objective of the base isolation system is to reduce horizontal accelerations of the rack to eliminate product shedding and structural damage during a major earthquake without interfering with normal, day-to-day material handling operations. Full scale shake table testing show the new base isolation system meets the performance objectives recommended in the FEMA-460 document zSeismic Considerations for Steel Storage Racks Located in Areas Accessible to the Publicy for both life safety under the Design Earthquake (DE) and for collapse prevention under the Maximum Considered Earthquake (MCE). Special heavily damped (HD) butyl compounds are developed and utilized in the seismic mounts. These compounds are statically and dynamically characterized which provides input data for numerical studies. Non-linear hyperelastic material models are developed and used with finite element analysis to design various base isolation systems. Several of these new base isolation systems are optimized to achieve characteristics that expand their use from lightly loaded racks to heavily loaded racks. Designs are further optimized based on feedback from shake table testing and transient structural analysis. The new base isolation system is evaluated by uniaxial and triaxial shake table tests performed at the Structural Engineering and Earthquake Simulation Laboratory (SEESL) at the University of Buffalo (UB). Three phases of testing were performed on steel pallet storage racks both directly anchored (conventional) and with the new base isolation system. Tests were performed with both simulated and real merchandise. The results of the seismic tests demonstrate the improved structural performance of rack structures incorporating the new base isolation system. Cross-aisle absolute accelerations and inter-story drifts of the base isolated rack structure are reduced by more than 70% compared to the same rack conventionally anchored at its base. Numerical simulations (transient structural, finite element analysis) are presented comparing storage rack response against tests performed on the tri-axial shake table. The simulations agree with experimental test results within 20%. The simulation model is used to determine optimal seismic isolation parameters that satisfy the practical range of rack shelf loads and configurations expected in typical warehouse and store installations.