... against the envelope strain at the peak of each cycle and the EDT ratio against the plastic strain at unloading are presented. Simple empirical relationships are also suggested. Introduction An important aspect of structural performance under cyclic loading is the ability of the structure adequately...

...G E BLIGHT © Thomas Telford and ICE 1990 WITWATERSRAND UNIVERSITY DEFECTS METHODS ESTIMATING DESIGN CODES PRACTICE LOADS ASSESSMENT ARCHING FILL PRESSURE NON UNIFORM RADIAL TEMPERATURE SURCHARGE ESTIMATES PATH STRESS CALCULATIONS STEEL ENVELOPES HOPPERS...

...NJ GARDNER; CIRIA CANADA FLY ASH LITERATURE LATERAL FRESH STRUCTURES DESIGN ENVELOPES VERTICAL FREE CONCRETE PRESSURE FORMWORK HYDROSTATICS LIMITING VALUE DENSITY SLUMP SLAG ASH CONTENT ADMIXTURES POURS RATE VIBRATIONS TEMPERATURE METHODS FIELD LABORATORIES...

...RH SCOTT; CP 110 DURHAM UNIVERSITY © Thomas Telford and ICE 1983 SHORT TERM MOMENTS CURVATURE RELATIONS REINFORCED CONCRETE BEAMS PROCEDURE CALCULATIONS STRESS STRAIN ENVELOPES MODELLING BEHAVIOUR MODELS TENSION TESTS CODES PRACTICE MATHEMATICS LOADS DEFLECTION...

...JA BLAND; MOHR; COULOMB © Thomas Telford and ICE 1981 LIVERPOOL POLYTECHNIC FAILURES THEORY STRENGTH SOILS LINEAR METHODS ANALYSIS ENVELOPES SHEAR FUNCTIONS NON LINEAR STATISTICS EQUATIONS STRESS PLANE PARAMETERS LOWER BOUNDS CONFIDENCE Proc. Instn Ciu. Engrs...

...JA BLAND; LR DAVISON; DMF ORR; MOHR UNIVERSITY COLLEGE CORK BRISTOL POLYTECHNIC ANALYSIS MOHR ENVELOPES LINEAR PROGRAMS LOWER BOUNDS SHEAR ENVELOPES NUMERICAL EQUATIONS TESTS PROBABILITY STRENGTH CONFIDENCE METHODS DIAGRAMS TRIAXIAL THEORY PARAMETERS © Thomas...

...JA BLAND; MOHR Proc. Instn Ciu. Engrs, Part 2, 1980, 69, Dec., 1029-1033 T N 272 Numericadl etermination of theMohr envelope and confidence analysis J. A. BLAND* Introduction In this Paper an algorithm is derived whereby the linear Mohr envelope may be determined numerically. The algorithm...

... ENVELOPES DATA HYDROLOGY METHODS DEPTH CURVES EQUATIONS VALUE SLOPES Proc. Instn Ciu. Engrs, Part 2, 1980, 69, June, 565-570 8101 DlSCUSSlON The modified Richards method of flood estimation J. S.COLOMBI M r R . B. Bulman, Consultant The Author is to be congratulated on bringing the Richards...

... CONSTRUCTION DEVELOPING FOUNDATIONS SCOUR TRAFFIC CONTROL ENVELOPES MOMENTS CONTINUOUS TENDERS RECIRCULATION BORED METHODS BRIDGES PILES CONDITIONS ROUNDABOUTS COFFERDAMS CREEP CABLES JOINTS DECKS CAISSONS REVERSE BEAMS BAGHDAD NORTHGATE 17TH JULY IRAQ MIDDLE EAST Proc...

...WF ANDERSON UK © Thomas Telford and ICE 1974 SHEFFIELD UNIVERSITY MULTI STAGE UNDRAINED BOULDER CLAY STONY SPECIMENS ENDS STRAIN FAILURES TRIAXIAL STRENGTH CLAYS TECHNIQUES SOILS PLATENS RATES ENVELOPES TESTS PARAMETERS BOULDER SINGLE LUBRICATED PROPERTIES...

...BT SEDDON © Thomas Telford and ICE 1971 BINNIE AND PARTNERS SPILLWAYS COMPUTERS ENVELOPES HYDRAULIC CAPACITY SPILLWEIRS CALCULATIONS GUSTS HEADS RUNOFF ESTIMATES DISTRIBUTION INVESTIGATIONS DESIGN RAINFALL MODELS DISCHARGES FREEBOARD VELOCITY SHAPE HYDROLOGY...