Research graph
References from Midbroken reinforced concrete shear frames due to earthquakes. A hysteretic model to quantify damage at the storey level. Local targets link to admitted publications; unresolved targets remain external evidence.
Detection of seismic structural damage using parameter-based global damage indices
10.1016/0266-8920(90)90008-8 · 1990 · External reference
Response of ten storey, reinforced concrete model frames to simulated earthquakes
1979 · External reference
Experimental study of the dynamic response of a ten storey reinforced concrete with a tail first storey
1978 · External reference
One and two dimensional maximum softening damage indicators for reinforced concrete structures under seismic excitation
10.1016/0267-7261(92)90007-z · 1993 · External reference
Evaluation of maximum softening as a damage indicator for reinforced concrete under seismic excitation
1992 · External reference
Prediction of global and localized damage and future reliability for RC structures subject to earthquakes. University of Aalborg, Structural Reliability Theory Paper No. 128, ISSN 0902-7513 R9426
1994 · External reference
Effect of stiffness degradation on earthquake ductility requirements
1966 · External reference
Local and modal damage indicators for reinforced concrete shear frames subject to earthquakes
1995 · External reference
Assessment of structural damage from natural frequency measurements
10.1016/0045-7949(93)90071-k · 1993 · External reference
Structural damage detection based on static and modal analysis
10.2514/3.25174 · 1990 · External reference
Local and models for nonlinear dynamic analysis of multi-storey shear buildings subject to earthquakes
10.1016/0045-7949(94)90115-5 · 1994 · External reference
Seismic reliability analysis of building structures
1985 · External reference
Simulation of stochastic processes by spectral representation
10.1115/1.3119501 · 1991 · External reference
