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Keywords: PSEUDO STATIC
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Journal Articles
Proceedings of the Institution of Civil Engineers (1989) 87 (1): 73–86.
Published: 01 March 1989
... CALCULATIONS PLANAR FINITE ELEMENTS MODELS NODAL DEGREES FREEDOM BENDING THREE DIMENSIONAL NATURAL FREQUENCIES MODAL SHAPE MEASUREMENT TRANSIENT VIBRATIONS WIND TRAFFIC ACCELERATION VERTICAL VECTORS DYNAMICS DISPLACEMENT PSEUDO STATIC HUMBER BRIDGE CABLES SIDESPANS FLEXIBILITY...
Journal Articles
Proceedings of the Institution of Civil Engineers (1984) 77 (3): 333–352.
Published: 01 September 1984
.... It is shown in this Paper thatthe effect of the finite travel time is to produce what is called a pseudo-static displacement, in addition to the normal dynamic displacement. Whereas the latter is caused by inertia, the former is caused by the differential movement of the structure-foundation interface...
Journal Articles
Proceedings of the Institution of Civil Engineers (1981) 71 (2): 407–426.
Published: 01 June 1981
... and is called the pseudo-static vector. In equation (4) v s ( [ )is replaced by a vector r multiplying the ground displacement. In this example r is a 3 X 1 vector. It isgenerallyreferred toasthe ground displacement shape vector (GDSV) as it determines the deformed shape of the structure when any one of the G...
