Journal of the Boston Society of Civil Engineers, Bind 59Boston Society of Civil Engineers., 1972 |
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Resultater 1-3 af 35
Side 137
... wall and frame elements respectively , and { u } and { F } are the column matrices of system horizontal deflections and externally applied forces respectively . The above equation can be obtained by writing the well known stiffness ...
... wall and frame elements respectively , and { u } and { F } are the column matrices of system horizontal deflections and externally applied forces respectively . The above equation can be obtained by writing the well known stiffness ...
Side 143
... WALL 0.00195 0.92x10-5 ELEMENTS SHEAR WALL ELEMEMENT ONLY 0.00680 4.5x10-5 Summary and Conclusions A combined analytical - experimental approach to the problem of deter- mining deflections of a shear wall - frame system has been ...
... WALL 0.00195 0.92x10-5 ELEMENTS SHEAR WALL ELEMEMENT ONLY 0.00680 4.5x10-5 Summary and Conclusions A combined analytical - experimental approach to the problem of deter- mining deflections of a shear wall - frame system has been ...
Side 181
... wall and vertical steel supports installed to support each panel of the wall , extending down to the floor of the bell . 3. Each bell was expanded to the required diameter by undercutting with air tools and hand methods . Steel dowels ...
... wall and vertical steel supports installed to support each panel of the wall , extending down to the floor of the bell . 3. Each bell was expanded to the required diameter by undercutting with air tools and hand methods . Steel dowels ...
Indhold
JANUARY | 1 |
Dispersion Estimates off Nobska Point Using | 28 |
Frank A Marston A Memorial | 40 |
Copyright | |
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