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Grade 60 reinforcement, with a nominal yield strength of 60 ksi (420 MPa), has been the primary type of reinforcement used in concrete construction in the US
This project focuses on two research tasks promoting enhanced seismic building performance. Research Task 1 investigates the use of low-damage rocking systems
NIST recently completed a multi-year study of three structural steel framing systems to evaluate the correlation between ASCE/SEI 7 (ASCE 2010) and ASCE/SEI 41
This project studies the collapse performance of concrete columns that do not meet the stringent reinforcement requirements for special columns defined by ACI
Advancements in measurement science are needed to evaluate the benefits and costs of risk mitigation activities (retrofits) implemented to improve seismic
The Earthquake Risk Reduction in Buildings and Infrastructure Program conducts critical research to advance measurement science and enhance performance of the
The onset of structural collapse is used as the acceptance criterion in performance-based seismic engineering, but there is no consensus on how to define
This project advances key areas of engineering knowledge and practice that are necessary for the development of a robust framework for functional recovery
The methodologies contained within ASCE/SEI 41 are currently the standard-of-practice for performance-based seismic design in the U.S. This project intends to
This is an annually renewed project that supports NIST's Lead Agency coordination of National Earthquake Hazards Reduction Program (NEHRP) research and
Research performed by the EL Earthquake Engineering Group (2EG) consists of a combination of in-house and extramural research. Policy related work is awarded to
The goal of this project is to assess and recommend options for improving the built environment and critical infrastructure to reflect performance goals stated
Experimental and analytical data are vital for advancing seismic design standards (e.g., ASCE 7, ASCE 41, AISC 341, ACI 318) and are essential for developing
Performance-Based Earthquake Engineering (PBEE) has provided a probabilistic framework to predict the response of the structural systems by incorporating the
The resilience of infrastructure is often improved using fiber reinforced polymer (FRP) composites and fiber reinforced fabric cementitious matrices (FRCMs)
Quantitative risk analysis (QRA) is a systematic approach to quantify risks associated with the operation of an engineering process. QRA is an essential tool to
Steel moment frame design prior to the 1994 Northridge Earthquake (1985-1994 era) favored 1) panel zones that would yield before the adjacent beams and 2)
In certain regions of moderate seismicity, particularly in the central and eastern United States (CEUS), member sizes of the seismic force-resisting systems