Research graph
References from Seismic frame design via inverse mode design of frame-ground systems. Local targets link to admitted publications; unresolved targets remain external evidence.
Nonlinear optimal design of dynamic damped frames
10.1061/jsdeag.0004299 · 1976 · External reference
Optimal seismic design of linear shear buildings
10.1061/jsdeag.0004330 · 1976 · External reference
Inelastic response spectra for aseismic building design
10.1061/jsdeag.0005449 · 1980 · External reference
A dual criteria approach for optimal design of earthquake-resistant structural systems
1981 · External reference
Optimal seismicresistant design of a planar steel frame
10.1002/eqe.4290110407 · 1983 · External reference
Optimum design and earthquake-response constrained design of elastic shear buildings
10.1002/eqe.4290140508 · 1986 · External reference
Optimum aseismic design of multistorey steel frames
10.1080/03052158708941056 · 1987 · External reference
Sequential stiffness design for seismic drift ranges of a shear building-pilesoil system
10.1002/(sici)1096-9845(199612)25:12<1405::aid-eqe621>3.0.co;2-6 · 1996 · External reference
Unresolved reference
1986 · External reference
Hybrid inverse mode problems for FEM-shear models
10.1061/(asce)0733-9399(1995)121:8(873) · 1995 · External reference
Hybrid inverse mode problem for structure-foundation systems
10.1061/(asce)0733-9399(1997)123:4(312) · 1997 · External reference
Unresolved reference
1982 · External reference
Simulated earthquake motions compatible with prescribed response spectra—SIMQKE
1976 · External reference
SAP-IV: A structural analysis program for static and dynamic response of linear systems
1973 · External reference
ANSR-1: Static and dynamic analysis of nonlinear structures
1975 · External reference
Earthquake-response constrained design of plane frames for specified design strains (in Japanese)
1991 · External reference
A response spectrum approach for seismic analysis of nonclassically damped structures
10.1016/0141-0296(90)90004-c · 1990 · External reference
Optimal elastic structures with frequency-dependent elastic supports
10.1016/0020-7683(89)90065-6 · 1989 · External reference