Add to ORKGContract No.: 080-040/0-4410prepared for National Research Council Canadapr\ue9par\ue9 pour le Conseil national de recherches CanadaPeer reviewed: NoNRC publication: Ye
Also available online."April 1970."Performing organization: Langley Research Center.Cover title.Incl...
The dynamic characteristics of structures are evaluated rather frequently by measuring their vibrati...
In countries with a moderate seismic hazard, the classical method developed for countries with stron...
The dynamic properties, namely the natural frequencies, mode shapes and damping values of three down...
The dynamic response of building structures to earthquakes has become an issue in the province of B...
This paper presents the results of a series of ambient vibration tests conducted on three low-rise u...
The dynamic properties of Parliament Hill’s buildings (Ottawa, Canada) are of particular interest du...
This study focused on the One Wall Centre, a 48-storey high building located in downtown Vancouver, ...
This paper illustrates the effect of non-structural components on the variation of dynamic propertie...
The fundamental period of a group of reinforced concrete (RC) buildings located in the cities of Vic...
The magnitude (Mw) of 5.0 Val-des-Bois earthquake that occurred in Quebec on June 23, 2010 was the b...
Contract No. OSQ84-00070prepared for National Research Council Canadapr\ue9par\ue9 pour le Conseil n...
In forced vibration testing, a vibration generator bolted to one of the top floors excites the build...
Health clubs, gymnasia, stadia, dance floors and even office buildings have, in recent years, experi...
Contract No. 0SR83-00051prepared for National Research Council Canadapr\ue9par\ue9 pour le Conseil n...
Also available online."April 1970."Performing organization: Langley Research Center.Cover title.Incl...
The dynamic characteristics of structures are evaluated rather frequently by measuring their vibrati...
In countries with a moderate seismic hazard, the classical method developed for countries with stron...
The dynamic properties, namely the natural frequencies, mode shapes and damping values of three down...
The dynamic response of building structures to earthquakes has become an issue in the province of B...
This paper presents the results of a series of ambient vibration tests conducted on three low-rise u...
The dynamic properties of Parliament Hill’s buildings (Ottawa, Canada) are of particular interest du...
This study focused on the One Wall Centre, a 48-storey high building located in downtown Vancouver, ...
This paper illustrates the effect of non-structural components on the variation of dynamic propertie...
The fundamental period of a group of reinforced concrete (RC) buildings located in the cities of Vic...
The magnitude (Mw) of 5.0 Val-des-Bois earthquake that occurred in Quebec on June 23, 2010 was the b...
Contract No. OSQ84-00070prepared for National Research Council Canadapr\ue9par\ue9 pour le Conseil n...
In forced vibration testing, a vibration generator bolted to one of the top floors excites the build...
Health clubs, gymnasia, stadia, dance floors and even office buildings have, in recent years, experi...
Contract No. 0SR83-00051prepared for National Research Council Canadapr\ue9par\ue9 pour le Conseil n...
Also available online."April 1970."Performing organization: Langley Research Center.Cover title.Incl...
The dynamic characteristics of structures are evaluated rather frequently by measuring their vibrati...
In countries with a moderate seismic hazard, the classical method developed for countries with stron...