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The proposed equations also include information related to the associated modeling uncertainty of each of the input model parameters.
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Seismic Evaluation and Retrofit of Existing Buildings, ASCE/SEI 41-13. For each structural component of interest a set of equations is developed to predict their first-cycle envelope and monotonic backbone curves that can be directly used in nonlinear frame analysis. Dritsos 15 compared ASCE 41-06 Supplement 1, FEMA 356 and the. Downloaded from by New York University on 05/28/15. These recommendations are based on a consistent methodology that takes advantage of unique experimental data as well as insights from detailed finite element analyses. Concrete and Masonry Wall Buildings, Basic Procedures. As part of the ATC-114 project, new modeling recommendations are proposed for several structural steel components of new and existing MRFs including, steel beams, columns, the beam-to-column web panel zone, column bases and column splices. Seismic Rehabilitation of Existing Buildings (ASCE/SEI 41-06) and Evaluation of Earthquake Damaged. The findings from these tests suggest that the current ASCE-41-13 nonlinear component models do not adequately simulate the steel MRF component behavior. ASCE 710 Incorrectly interpreted as applying only to vertically cantilevered systems 13.3.1 Overstrength, Vertical Force, Vertically Cantilevered Systems ASCE 716 The overstrengthfactor, 0, in Table 13-5.1 and Table 13-6.
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Numerous experiments on steel moment-resisting frames and their components have been conducted over the past two decades. Nonlinear static and dynamic analysis is utilized by engineers to evaluate the seismic behavior of new and existing structures in the context of performance-based earthquake engineering.