Keywords: COMBINATIONS
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Journal Articles
Journal Articles
Proceedings of the Institution of Civil Engineers (1982) 73 (2): 365–381.
Published: 01 June 1982
...-PLASTICANALYSIS O F COUPLEDSHEARWALLS rSH 1L 7- Fig. 1. Real and substitute coupled shear wall structure with top stiffening beam Elastic analysis 6. By making a cut along the line of contraflexure in the substitute connecting medium, setting up the vertical displacement compatibility condition, and combining...
Journal Articles
Proceedings of the Institution of Civil Engineers (1980) 69 (3): 801–812.
Published: 01 September 1980
...R TAYLOR; AQS AL NAJMI MANCHESTER UNIVERSITY COMPOSITE REINFORCED CONCRETE BEAMS HOGGING BENDING TESTS SIMULATION MOMENTS REGIONS SLABS STRUCTURES CONSTRUCTION STEEL COMBINATIONS RESISTANCE COMPRESSIVE FORCES MAXIMUM STRAIN VALUE UNCONFINED HIGH CAPACITY ROTATIONAL...
Journal Articles
Journal Articles
Proceedings of the Institution of Civil Engineers (1977) 63 (2): 441–454.
Published: 01 June 1977
... FORCES ULTIMATE PROGRAMS COMPRESSIVE SKEW MACHINES MODELS LAYERS SUITES CONCRETE METHODS OPTIMAL COMBINATIONS BENDING LIMIT STATE CALCULATIONS STRENGTH HAND MACHINERY MAGNITUDE Proc. Zmm.Civ. Engrs, Part 2, 1977, 63,June, 441-454 8019 Optimumreinforcemenotcf oncrete slab elements...
Journal Articles
Journal Articles
Proceedings of the Institution of Civil Engineers (1973) 55 (1): 151–166.
Published: 01 March 1973
...A COULL; B STAFFORD SMITH; BS SMITH STRUCTURAL CONCRETE ELASTIC CLASSIFICATION MODELS TWO DIMENSIONAL CORES RESISTANT PLANE RANDOM BEAMS FOUNDATIONS ANALYSIS BUILDINGS STRUCTURES SELECTION FRAMES COMBINATIONS WARPING LINKAGES METHODS ASSEMBLY PROBLEMS FLOORS INFLUENCE...
Journal Articles
Proceedings of the Institution of Civil Engineers (1959) 12 (1): 39–56.
Published: 01 January 1959
...J HEYMAN © Thomas Telford and ICE 1959 CAMBRIDGE UNIVERSITY AUTOMATIC ANALYSIS STEEL FRAMED STRUCTURES FIXED FRAMES VARIATIONS LOADS METHODS DESIGN SHAKEDOWN CALCULATIONS COMBINATIONS Paper No. 6312 AUTOMATIC ANALYSIS OF STEEL-FRAMED STRUCTURES UNDER FIXED AND VARYING...

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