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Evaluation of combination rules for maximum response calculation in multicomponent seismic analysis
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What this work says
Outgoing claims: the papers this work cites, builds on, or argues with.
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The critical angle of seismic incidence and the maximum structural response
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Critical response of structures to multicomponent earthquake excitation
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Characteristics of 3‐dimensional earthquake ground motions
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Modal combination rules for multicomponent earthquake excitation
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Dynamics of Structures: Theory and Applications to Earthquake Engineering
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Approximate Design for Multicomponent Earthquakes
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Buckling of Locally Imperfect Stiffeners in Plates
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Shock and Vibration Handbook, 2nd ed.
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Concurrent Design Forces in Structures under Three‐Component Orthotropic Seismic Excitation
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8. A Replacement for the 30%, 40%, and SRSS Rules for Multicomponent Seismic Analysis
inferredcites →https://doi.org/10.1193/1.1586085openalex-snapshot
The 1997 NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures
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Dynamics of structures: theory and applications to earthquake engineering
What points at this work
Incoming claims: where this work appears in other papers’ reference lists and arguments.
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Response Spectrum Analysis Using Unidirectional Seismic Motions Effective to Excite the Natural Modes
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Evaluation of combination rules for maximum response calculation in multicomponent seismic analysis by O. A. López, A. K. Chopra and J. J. Hernández, Earthquake Engng Struct. Dyn. 2001; 30(9):1379–1398
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Authors' Reply to Discussion by Stavros A. Anagnostopoulos of ‘Evaluation of combination rules for maximum response calculation in multicomponent seismic analysis’ Earthquake Engng Struct. Dyn. 2001; 30(9) : 1379–1398
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SEISMIC ACTION COMBINATION RULES FOR THE DESIGN OF AZIMUTH-INDEPENDENT STRUCTURES
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