Offshore Structural Engineering |
Contents
1 | 28 |
ENVIRONMENTAL LOADINGS | 89 |
STATIC METHODS OF ANALYSIS | 153 |
Copyright | |
4 other sections not shown
Common terms and phrases
acceleration actual addition Airy analysis applied approximately associated assumed axes axial base bending stress calculated carried Chapter clay coefficients column components compressive compressive stress concrete consider corresponding cylinder deck defined deflection denotes depends depth described determined diagonal diameter direction discussed displacements distribution dynamic effective elements engineering equal equation equivalent estimated example existing expressible F₁ face factor Finally fixed footing force acting frame frequency ft-kips given gives horizontal illustrated indicated individual inertia internal joint kips lateral lb/inē length loading mass matrix maximum methods moment motion normal occur offshore structure pile platform positive pressure Problem relations response seafloor seen shear stress shown in Fig shows side soil solution static steel stiffness stiffness matrix surface Table tensile theory typical U₁ U₂ unit values vertical wall thickness wave force weight wind yield