Journal of the Boston Society of Civil Engineers, Bind 59Boston Society of Civil Engineers., 1972 |
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Side 138
... column stiffness is of the order of 10 . The lateral forces acting on the building were assumed to be those due to a 25 mph wind producing a pressure increasing with the floor level according to the recommendations of the National ...
... column stiffness is of the order of 10 . The lateral forces acting on the building were assumed to be those due to a 25 mph wind producing a pressure increasing with the floor level according to the recommendations of the National ...
Side 147
... column , when it ( column ) is laterally deflected . The extensional rigidity EA of the block divided by its length , i.e. , its spring constant is that of a strut having length ED and cross - sectional area and modulus of elasticity ...
... column , when it ( column ) is laterally deflected . The extensional rigidity EA of the block divided by its length , i.e. , its spring constant is that of a strut having length ED and cross - sectional area and modulus of elasticity ...
Side 178
... columns offered a major challenge to the foundation contractor . 1. The central core foundation : A uniform , reinforced ... column foundations . Figure 3 illustrates a typical section through the foundation as con- structed , and ...
... columns offered a major challenge to the foundation contractor . 1. The central core foundation : A uniform , reinforced ... column foundations . Figure 3 illustrates a typical section through the foundation as con- structed , and ...
Indhold
JANUARY | 1 |
Dispersion Estimates off Nobska Point Using | 28 |
Frank A Marston A Memorial | 40 |
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