Add to ORKGThe surface and downhole accelerations records of “Central de Abasto Oficinas (CAO)” array at Mexico City, have been analyzed to determine the soil stiffness as a function of shear strain amplitude. The 09/10/95 seismic event (NS component) has been used for this purpose. The shear stress-strain histories have been evaluated directly from the field downhole acceleration records, employing a technique of system identification, and used to obtain the variation of shear modulus with shear strain amplitude. A shear-beam model, calibrated by the identified properties, is found to represent the site dynamic response characteristics. The results have been compared with values obtained in previous investigations from field and laboratory tests
It has been recognized that the nature of the surface deposits can significantly alter the incident ...
Downhole array ground motions recorded at Port Island during the mainshock and aftershocks of the Hy...
The localized patterns of heavy damage during the 1985 Mexico and 1989 Loma Prieta earthquakes demon...
The surface and downhole accelerations records of “Central de Abasto Oficinas (CAO)” array at Mexico...
Laboratory-determined soil dynamic properties are always (to different degrees) affected by sample d...
Acceleration records were obtained with a rather dense accelerographic array during three recent ear...
This paper focuses on the most relevant results of recent investigations carried out on the behavior...
The 1985 Michoacan earthquake caused extensive loss of life and severe damages. During the earthquak...
In this research, the degradation by fatigue of Mexico City clay is studied using a triaxial equipme...
The paper is directed to follow a procedure where seismic responses are identified and recommendatio...
System identification techniques are employed to characterize the stiffness and damping characterist...
The 1985 Mexico City earthquake and the 1989 Loma Prieta earthquake provided well-documented evidenc...
Studies of earthquakes over the last 50 years and the examination of dynamic soil behavior reveal th...
The observed behavior of La Villita dam in Mexico during five different earthquakes which have occur...
This paper presents some of the most relevant results obtained from field, laboratory and analytical...
It has been recognized that the nature of the surface deposits can significantly alter the incident ...
Downhole array ground motions recorded at Port Island during the mainshock and aftershocks of the Hy...
The localized patterns of heavy damage during the 1985 Mexico and 1989 Loma Prieta earthquakes demon...
The surface and downhole accelerations records of “Central de Abasto Oficinas (CAO)” array at Mexico...
Laboratory-determined soil dynamic properties are always (to different degrees) affected by sample d...
Acceleration records were obtained with a rather dense accelerographic array during three recent ear...
This paper focuses on the most relevant results of recent investigations carried out on the behavior...
The 1985 Michoacan earthquake caused extensive loss of life and severe damages. During the earthquak...
In this research, the degradation by fatigue of Mexico City clay is studied using a triaxial equipme...
The paper is directed to follow a procedure where seismic responses are identified and recommendatio...
System identification techniques are employed to characterize the stiffness and damping characterist...
The 1985 Mexico City earthquake and the 1989 Loma Prieta earthquake provided well-documented evidenc...
Studies of earthquakes over the last 50 years and the examination of dynamic soil behavior reveal th...
The observed behavior of La Villita dam in Mexico during five different earthquakes which have occur...
This paper presents some of the most relevant results obtained from field, laboratory and analytical...
It has been recognized that the nature of the surface deposits can significantly alter the incident ...
Downhole array ground motions recorded at Port Island during the mainshock and aftershocks of the Hy...
The localized patterns of heavy damage during the 1985 Mexico and 1989 Loma Prieta earthquakes demon...