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References from The MDOF equivalent linear system and its applications in seismic analysis and design of framed structures. Local targets link to admitted publications; unresolved targets remain external evidence.
Capacity-demand-diagram methods based on inelastic design spectrum
10.1193/1.1586065 · 1999 · External reference
Unresolved reference
2007 · External reference
Unresolved reference
1960 · External reference
Equivalent linearization techniques
10.1121/1.1918794 · 1963 · External reference
Equivalent viscous damping for yielding structures
10.1061/jmcea3.0000929 · 1968 · External reference
Substitute structure method for seismic design in reinforced concrete
10.1061/jsdeag.0004250 · 1976 · External reference
The effective period and damping of a class of hysteretic structures
10.1002/eqe.4290070302 · 1979 · External reference
Evaluation of the NSP to estimate seismic deformation: SDF systems
10.1061/(asce)0733-9445(2000)126:4(482) · 2000 · External reference
Evaluation of approximate methods to estimate maximum inelastic displacement demands
10.1002/eqe.143 · 2002 · External reference
Non-iterative capacity spectrum method based on equivalent linearization for estimating inelastic deformation demands in buildings
2004 · External reference
Estimating the effective period of bilinear systems with linearization methods, wavelet and time domain analyses: from inelastic displacements to modal identification
10.1016/j.soildyn.2012.11.007 · 2013 · External reference
Equivalent viscous damping of bilinear hysteretic oscillators
10.1061/(asce)st.1943-541x.0001262 · 2015 · External reference
On the use of the equivalent linearization for bilinear oscillators under pulse-like ground motion
10.1016/j.engstruct.2018.01.055 · 2018 · External reference
Towards a seismic design method for plane steel frames using equivalent modal damping ratios
10.1016/j.soildyn.2010.04.021 · 2010 · External reference
Steady forced vibration as influenced by damping
1930 · External reference
Jacobsen's equivalent damping concept revisited
10.1016/j.soildyn.2018.08.001 · 2018 · External reference
Behavior of structures during earthquakes
10.1061/jmcea3.0000102 · 1959 · External reference
On a modal damping identification model of building structures
10.1007/s00419-006-0046-4 · 2006 · External reference
Unresolved reference
2021 · External reference
Modal strength reduction factors for seismic design of steel moment resisting frames
10.1016/j.engstruct.2017.10.071 · 2018 · External reference
On a modal damping identification model for non - classically damped linear building structures subjected to earthquakes
10.1016/j.soildyn.2008.10.005 · 2009 · External reference
Modal strength reduction factors for seismic design of plane steel frames
10.12989/eas.2011.2.1.065 · 2011 · External reference
Number of modes for the seismic design of buildings
10.1002/(sici)1096-9845(199608)25:8<837::aid-eqe585>3.0.co;2-l · 1996 · External reference
Unresolved reference
2004 · External reference
Seismic design of plane steel braced frames using equivalent modal damping ratios
10.1016/j.soildyn.2019.105947 · 2020 · External reference
Seismic design of steel MRFS, EBFS and BRBFS by improved direct displacement - based design method
10.1016/j.soildyn.2021.107111 · 2022 · External reference
Deformation dependent equivalent modal damping ratios for the performance - based seismic design of plane R/C structures
10.1016/j.soildyn.2018.08.026 · 2020 · External reference
Modal behavior factors for the performance - based seismic design of R/C wall-frame dual systems and infilled-MRFs
10.1016/j.soildyn.2019.02.016 · 2020 · External reference
A direct displacement-based seismic design method using a MDOF equivalent system: application to R/C framed structure
2020 · External reference
Recovery of spectral absolute acceleration and spectral relative velocity from their pseudo - spectral counterparts
10.12989/eas.2013.4.5.489 · 2013 · External reference
Unresolved reference
2012 · External reference
Developing efficient scalar and vector intensity measures for IDA capacity estimation by incorporating elastic spectral shape information
10.1002/eqe.496 · 2005 · External reference
Structure specific, multi - modal and multi - level scalar intensity measures for steel plane frames
2024 · External reference
Multi-modal and multi-level structure-specific spectral intensity measures for seismic evaluation of reinforced concrete frames
10.1007/s10518-024-02009-5 · 2024 · External reference
The multi-degree-of-freedom response spectrum in earthquake engineering
10.1016/j.soildyn.2024.108552 · 2024 · External reference
A seismic retrofit method for steel frames with viscous dampers
2018 · External reference
On the use of interstorey velocity for the seismic retrofit of steel frames with viscous dampers
10.1016/j.soildyn.2018.07.042 · 2020 · External reference
Maximum damping forces for structures with viscous dampers under near-source earthquakes
10.1016/j.engstruct.2014.02.036 · 2014 · External reference
A seismic design method for reinforced concrete moment resisting frames using modal strength reduction factors
10.1007/s10518-018-0436-3 · 2019 · External reference
Modal strength reduction factors for seismic design of plane steel braced frames
10.1016/j.jcsr.2018.05.004 · 2018 · External reference
Comparison of three performance-based seismic design methods for plane steel braced frames
2020 · External reference
Prediction of seismic inelastic displacement profiles of R/C moment resisting frames
10.1016/j.soildyn.2021.106593 · 2021 · External reference
Assessment of seismic inelastic displacement profiles of steel MRFs by means of modal behavior factors
10.1016/j.soildyn.2023.108218 · 2023 · External reference
Estimation of inelastic deformation demands of SDOF systems
10.1061/(asce)0733-9445(2001)127:9(1005) · 2001 · External reference
Inelastic displacement ratios for evaluation of existing structures
10.1002/eqe.271 · 2003 · External reference
Displacement reduction factors for the design of medium and long period structures
10.1080/13632469.2011.562073 · 2011 · External reference
