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A Method of Computation for Structural Dynamics
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inferredcites →https://doi.org/10.1017/s0305004100025007openalex-snapshot
Some new methods for the numerical integration of ordinary differential equations
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References and Further Reading
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Hyperbolic Partial Differential Equations
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Appendix A: Computer Programs
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inferred← citeshttps://doi.org/10.1002/eqe.4290130406openalex-snapshot
Computational aspects of a seismic performance test method using on‐line computer control
inferred← citeshttps://doi.org/10.1002/eqe.4290130505openalex-snapshot
Elasto‐plastic earthquake shear‐response of one‐dimensional earth dam models
inferred← citeshttps://doi.org/10.1002/eqe.4290130508openalex-snapshot
Generation of floor response spectra including oscillator‐structure interaction
inferred← citeshttps://doi.org/10.1002/eqe.4290140109openalex-snapshot
Errors in response calculations for extensional vibrations of bars
inferred← citeshttps://doi.org/10.1002/eqe.4290140313openalex-snapshot
Dynamic response of framed structures
inferred← citeshttps://doi.org/10.1002/eqe.4290150403openalex-snapshot
Elimination of spurious higher‐mode response in pseudodynamic tests
inferred← citeshttps://doi.org/10.1002/eqe.4290150710openalex-snapshot
An error analysis of truncated starting conditions in step‐by‐step time integration: Consequences for structural dynamics
inferred← citeshttps://doi.org/10.1002/eqe.4290160110openalex-snapshot
A test problem for structural systems with discontinuities
inferred← citeshttps://doi.org/10.1002/eqe.4290160604openalex-snapshot
Spline approximations for direct integration of structural dynamics
inferred← citeshttps://doi.org/10.1002/eqe.4290180410openalex-snapshot
Formulae for errors for initial displacement and velocity problems using the Newmark method
inferred← citeshttps://doi.org/10.1002/eqe.4290180505openalex-snapshot
An improved implicit‐explicit time integration method for structural dynamics
inferred← citeshttps://doi.org/10.1002/eqe.4290190311openalex-snapshot
Assessment of errors in the newmark method in structural dynamics
inferred← citeshttps://doi.org/10.1002/eqe.4290190509openalex-snapshot
Response of multi‐degree‐of‐freedom structures with sliding supports
inferred← citeshttps://doi.org/10.1002/eqe.4290190803openalex-snapshot
Dynamic response of single‐span beam bridges to a series of moving loads
inferred← citeshttps://doi.org/10.1002/eqe.4290200208openalex-snapshot
Limitations on linear multistep methods for structural dynamics
inferred← citeshttps://doi.org/10.1002/eqe.4290200406openalex-snapshot
Shear hysteretic elasto‐plastic earthquake response of soil systems
inferred← citeshttps://doi.org/10.1002/eqe.4290200708openalex-snapshot
On enhancement of accuracy in direct integration dynamic response problems
inferred← citeshttps://doi.org/10.1002/eqe.4290200907openalex-snapshot
A simple error estimator and adaptive time stepping procedure for dynamic analysis
inferred← citeshttps://doi.org/10.1002/eqe.4290201103openalex-snapshot
Spatially coupled vibrations of a suspension bridge under random highway traffic
inferred← citeshttps://doi.org/10.1002/eqe.4290201108openalex-snapshot
A post‐correction integration algorithm for non‐linear dynamic analysis of structures
inferred← citeshttps://doi.org/10.1002/eqe.4290210102openalex-snapshot
Seismic response of rotating machines
inferred← citeshttps://doi.org/10.1002/eqe.4290210701openalex-snapshot
A posteriori local error estimation and adaptive time‐stepping for newmark integration in dynamic analysis
inferred← citeshttps://doi.org/10.1002/eqe.4290210702openalex-snapshot
Site‐dependent models of earthquake ground motion
inferred← citeshttps://doi.org/10.1002/eqe.4290211002openalex-snapshot
Efficient mode superposition algorithm for seismic analysis of non‐linear structures
inferred← citeshttps://doi.org/10.1002/eqe.4290220602openalex-snapshot
A post‐processing technique and an a posteriori error estimate for the newmark method in dynamic analysis
inferred← citeshttps://doi.org/10.1002/eqe.4290220803openalex-snapshot
Dynamic behaviour and seismic response of El Infiernillo dam
inferred← citeshttps://doi.org/10.1002/eqe.4290240206openalex-snapshot
Impulse‐momentum and resistance analysis of reinforced concrete structures
inferred← citeshttps://doi.org/10.1002/eqe.4290240407openalex-snapshot
Understanding the inelastic seismic behaviour of asymmetric‐plan buildings
inferred← citeshttps://doi.org/10.1002/eqe.4290240509openalex-snapshot
Non‐planar pseudodynamic testing
inferred← citeshttps://doi.org/10.1002/eqe.4290240707openalex-snapshot
Transient response of single piles under horizontal excitations
inferred← citeshttps://doi.org/10.1002/eqe.4328openalex-snapshot
Stability Analysis of Real‐Time Hybrid Simulation with an Inerter‐Type Experimental Substructure
inferred← citeshttps://doi.org/10.1002/eqe.4351openalex-snapshot
Multi‐Axial Subassemblage Testing System for Hybrid Simulation With Large‐Scale Structural Components
inferred← citeshttps://doi.org/10.1002/eqe.609openalex-snapshot
Elastic response spectrum: a historical note
inferred← citeshttps://doi.org/10.1002/eqe.628openalex-snapshot
Real‐time hybrid experiments with Newmark integration, MCSmd outer‐loop control and multi‐tasking strategies
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