...A M CHANDLER Proc. Instn Ciu. Engrs, Part 1, 1991,90, June, 605-626 PAPER 9705 GROUND BOARD Evaluation of site-dependent spectra for earthquake-resistantdesign of structures in Europe andNorth America A. M. CHANDLER,BSqEng), PhD, MICE* Earthquake building codes specify design loadings in terms...

... TABLES GRAINS SIZE TIME PREDICTION ACCURACY DESIGN CASES STATISTICS METHODS SUBGRADE COMPRESSIBILITY CALCULATIONS LAYERS THICKNESS SUBMERGENCE MEASUREMENT OVERBURDEN OEDOMETERS PLATES INFLUENCE DEPENDENT STRUCTURES GEOLOGY WATER TABLE Proc. Instn Ciu. Engrs, Part 1, 1985,78...

...Z MANKO © Thomas Telford and ICE 1984 WROCLAW TECHNICAL UNIVERSITY POLAND MODELS INVESTIGATIONS STEEL BOX SPANS EXPERIMENTAL STUDIES LOADS LIMITING CARRYING CAPACITY STABILITY FORMS LOSS SHEET BRASS LOCAL DECKS DEPENDENT STIFFNESS RESEARCH CHARACTERISTICS...

... FLUCTUATION STROUHAL NUMBERS EQUATIONS DISPLACEMENT COEFFICIENTS SPECTRUM DEPENDENT CORRELATION SPEED VELOCITY CONCRETE CODES PRACTICE STEEL UNLINED CANADA NEW ZEALAND Proc. Instn Civ.Engrs, Part 2, 1982,73, Mar.,313-328 8522 Appraisal of methods for predicting the cross-wind response...

..." considered the case where the sequence of samples is l-dependent, i.e. the probability density function of each sample depends only on the valuoef the previous sample. Ql(q) is theprobability of asinglevalueexceeding q. If Q2(q) is the probability of two successive values both exceeding q and if Q2(q) $ 1...