Basic experimental data are presented for four tests performed on a full-scale steel-frame building: (1) Static unloading test, involving strain-gage measurements on structural members loaded by the vertical dead weight of the structure, (2) Strain-gage measurements of temperature-induced strains during a 24-hour period, (3) Strain-gage measurement of static strains caused by a lateral force applied by a cable, and (4) Dynamic resonance tests in which the structure was excited laterally by sinusoidal force generators. In connection with the interpretation of these experiments, measurements were also made of ground and structure vibrations caused by an adjacent power generation plant
The authors describe the methodology and results of dynamic field testing of the building of a unive...
Background: Forthe reliable prediction of the non-linear response of structures, severe seismic even...
The first part of the study deals with evaluation of dynamic characteristics of selected typical ind...
Basic experimental data are presented for four tests performed on a full-scale steel-frame building:...
Basic experimental data are presented for four tests performed on a full-scale steel-frame building:...
The results of four phases of a study of the resistance of structural steel frames and frame compon...
The object of research is the process of propagation of vibrations from technological equipment to t...
The natural frequency and damping of a steel-frame building were experimentally determined for the f...
The questions of the theory and practice of testing structures with dynamic loads are presented. A c...
This paper introduces and reviews the theme of laboratory testing of structures under dynamic loads....
Forced vibration tests and associated analysis of two multistory buildings are described. In one cas...
The current philosophy of earthquake resistant design is that a structure should be able to withstan...
The need for dynamic tests of full size structures has been realized for many years. The only way in...
This paper investigated the seismic behavior of a prefabricated steel braced frame structure with hi...
A method of structural testing using wind and micro-tremor induced vibrations is outlined for a twen...
The authors describe the methodology and results of dynamic field testing of the building of a unive...
Background: Forthe reliable prediction of the non-linear response of structures, severe seismic even...
The first part of the study deals with evaluation of dynamic characteristics of selected typical ind...
Basic experimental data are presented for four tests performed on a full-scale steel-frame building:...
Basic experimental data are presented for four tests performed on a full-scale steel-frame building:...
The results of four phases of a study of the resistance of structural steel frames and frame compon...
The object of research is the process of propagation of vibrations from technological equipment to t...
The natural frequency and damping of a steel-frame building were experimentally determined for the f...
The questions of the theory and practice of testing structures with dynamic loads are presented. A c...
This paper introduces and reviews the theme of laboratory testing of structures under dynamic loads....
Forced vibration tests and associated analysis of two multistory buildings are described. In one cas...
The current philosophy of earthquake resistant design is that a structure should be able to withstan...
The need for dynamic tests of full size structures has been realized for many years. The only way in...
This paper investigated the seismic behavior of a prefabricated steel braced frame structure with hi...
A method of structural testing using wind and micro-tremor induced vibrations is outlined for a twen...
The authors describe the methodology and results of dynamic field testing of the building of a unive...
Background: Forthe reliable prediction of the non-linear response of structures, severe seismic even...
The first part of the study deals with evaluation of dynamic characteristics of selected typical ind...