... and response of the panels are presented. A singledegree-of-freedom model, which incorporates an elastic±plastic structural resistance function for the dynamic analysis, is used to predict the response. The deformed con®guration of the panels was computed at constant load steps, and the results were employed...

... CAPACITY DESIGN METHODS RESISTANCE FUNCTIONS FORMULAE MOVEMENT LOADS THEORY EXPERIMENTS PARTIAL PREDICTION An analysis of the true bending strength of steel beams Proc. Instn Civ. Engrs Structs & Bldgs, 1998, 128, May, 188 197 M. P. By eld BEng, PhD, and D. A. Nethercot, BSc, PhD, DSc, FEng...

... line theory for reinforced concrete, with the essential approximations required to obtain closed-form solutions for the yield function for shells. The behaviour of these functions is studied, and modi cations are introduced to ensure a robust nite-element model of complex cases involving six stress...

... FREQUENCIES FINITE ELEMENTS MODELS MODELLING BEHAVIOUR ANALYSIS IMPULSES LOADS RESONANT SEPARATION VIBRATIONS MODES SHAPE EFFECT SPANDRELS WALLS GRANULAR BACKFILL FILL EXTRADOS DEFECTS DETECTION VOIDS CROWNS FREQUENCIES FUNCTIONS FRF STRUCTURAL INTEGRITY STRUCTURES MONITORING...

...C Q LI; CSIRO © Thomas Telford and ICE 1995 CSIRO CONCRETE REINFORCED STRUCTURES DETERIORATING RELIABILITY ANALYSIS CASE STUDIES DETERIORATION STRUCTURAL MATERIALS RESISTANCE CORROSION STEEL LOADS TIME DEPENDENT FUNCTIONS MEMBERS SYSTEMS A case study...

...Z LIN; M RAOOF © Thomas Telford and ICE 1993 SOUTH BANK UNIVERSITY CONCRETE STRUCTURES NON LINEAR FINITE STRIP TECHNIQUES METHODS MODELS LATERAL STRIP BEAMS CONTINUOUS BOUNDARIES CONDITIONS ELASTIC ANALYSIS DISPLACEMENT FUNCTIONS REINFORCEMENT STIFFNESS MATRIX...