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LOAD-CARRYING CAPACITY OF MASONRY ARCH BRIDGES ESTIMATED FROM MULTI-SPAN MODEL TEST.

D A PONNIAH, D J PRENTICE

Proceedings of the Institution of Civil Engineers - Structures and Buildings (1998) 128 (1): 81–90.

https://doi.org/10.1680/istbu.1998.30037

Published: 01 February 1998

...D A PONNIAH; D J PRENTICE © Thomas Telford and ICE 1998 EDINBURGH UNIVERSITY BRIDGES ARCHES MASONRY LOADS CARRYING CAPACITY ESTIMATED MULTI SPAN MODELS TESTS ESTIMATING ASSESSMENT METHODS REASSESSMENT FILL DOUBLE SPANS TIMBER DRY GRANULAR DENSITY SECONDARY...

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Journal Articles

INITIAL THOUGHTS ON THE DESIGN OF A CABLE-STAYED BRIDGE.

I HUNT

Proceedings of the Institution of Civil Engineers - Structures and Buildings (1997) 122 (2): 218–226.

https://doi.org/10.1680/istbu.1997.29311

Published: 01 May 1997

...I HUNT © Thomas Telford and ICE 1997 GIFFORDS GIFFORD GRAHAM BRIDGES CABLE STAYED DESIGN RIVERS PROCESS STRUCTURES CABLES STEEL STIFFNESS TOWERS LOADS LIVE CONCRETE CREEP DECKS DEFLECTION EFFECT SECONDARY TROUGHS AESTHETICS RIVER DEE WALES UK...

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LOAD-CARRYING CAPACITY OF MASONRY ARCH BRIDGES ESTIMATED FROM MULTI-SPAN MODEL TEST.

INITIAL THOUGHTS ON THE DESIGN OF A CABLE-STAYED BRIDGE.

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