...HA BUCHHOLDT; S MOOSSAVINEJAD; A IANNUZZI CENTRAL LONDON POLYTECHNIC NON LINEAR DYNAMICS ANALYSIS MASTS GUYED WIND GUYS RUPTURES TOWERS PREDICTION METHODS RESPONSES SENSITIVE STRUCTURES CABLES CONJUGATE GRADIENTS ALGORITHMS COMPUTERS THEORY AERODYNAMICS EARTHQUAKES...

...IF SYMONS ASSESSMENT STABILITY IN SITU RETAINING WALLS CLAYS PROPPED OVER CONSOLIDATED FISSURES EMBEDDED LONDON CLAY EFFECT METHODS ANALYSIS INPUT PARAMETERS FACTORS SAFETY PENETRATION PORE DEPTH SENSITIVE WATER TABLE DISTRIBUTION EQUILIBRIUM PRESSURE WATER FRICTION...

... CRITICAL STIFFENERS BUCKLING CYLINDERS IMPERFECTIONS AXIAL ENERGY CLASSICAL SHELLS UNSTIFFENED GEOMETRY ENDS PRACTICE POTENTIAL BOUNDARIES EQUATIONS STRINGERS PREDICTION SENSITIVE LOADS EROSION MODELLING SENSITIVITY SUPPORT SAFETY BEHAVIOUR ECCENTRICITY Proc. Instn Civ. Engrs...

... that such eccentricity of support andloading might also play animportantpart in theirpostulatedbuckling model? 82. With our own results indicating considerably greater potential imperfec- tion sensitivity for stringer stiffened shellsz9 than those of the Authors, and with these imperfection sensitivities consistent...

...DV MORRIS © Thomas Telford and ICE 1978 OVE ARUP CAMBRIDGE UNIVERSITY DYNAMICS THEATRES RESPONSES DAMPING MOVEMENT STEEL METHODS VERTICAL BEHAVIOUR DESIGN HUMAN UNITS GALLERIES HANGING HORIZONTAL RESONANCE ROYAL EXCHANGE SENSITIVE AGITATION REDUCTION FRAMEWORK...