W M JENKINS
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Journal Articles

DISCUSSION. SLAB BRIDGES WITH ARBITRARY SHAPE AND SUPPORT CONDITIONS: A GENERAL METHOD OF ANALYSIS BASED ON FINITE ELEMENTS.

Y K CHEUNG, I P KING, O C ZIENKIEWICZ, F SAWKO, A R BAKER, J C CHAPMAN, C M MACMILLAN, K KRETSIS, W M JENKINS, D J LAX, B J THORPE, C J PAREKH, R G ANDERSON, B C BEST, R WEST, P T K LIM
Journal: Proceedings of the Institution of Civil Engineers
Proceedings of the Institution of Civil Engineers (1968) 41 (4): 813–828.
https://doi.org/10.1680/iicep.1968.7820
Published: 01 December 1968
View article titled, DISCUSSION. SLAB BRIDGES WITH ARBITRARY SHAPE AND SUPPORT CONDITIONS: A GENERAL METHOD OF ANALYSIS BASED ON FINITE ELEMENTS.
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Journal Articles

DISCUSSION. AUTOMATIC ANALYSIS OF STRAIN HARDENING STRUCTURES (WITH REFERENCE TO STEEL TO BS 968).

F SAWKO, B C BORGOHAIN, A M B WILDE, W M JENKINS, BS 968
Journal: Proceedings of the Institution of Civil Engineers
Proceedings of the Institution of Civil Engineers (1968) 39 (1): 147–150.
https://doi.org/10.1680/iicep.1968.8177
Published: 01 January 1968
View article titled, DISCUSSION. AUTOMATIC ANALYSIS OF STRAIN HARDENING STRUCTURES (WITH REFERENCE TO STEEL TO BS 968).
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Journal Articles

DISCUSSION. ANALYSIS OF CURVED BRIDGE DECKS

A COULL, W M JENKINS, P C DAS, J M SIDDALL, F SAWKO
Journal: Proceedings of the Institution of Civil Engineers
Proceedings of the Institution of Civil Engineers (1967) 38 (4): 775–780.
https://doi.org/10.1680/iicep.1967.8199
Published: 01 December 1967
View article titled, DISCUSSION. ANALYSIS OF CURVED BRIDGE DECKS
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Journal Articles

DISCUSSION. THE ANALYSIS OF A FOUR-SPAN SKEW BRIDGE USING AN ELECTRICAL ANALOGUE COMPUTER.

C T HARNDEN, I P KING, J M SIDDAL, F SAWKO, K R RUSHTON, C M MCMILLAN, C B WILBY, R J COPE, O C ZIENKIEWICZ, W M JENKINS, I KHWAJA
Journal: Proceedings of the Institution of Civil Engineers
Proceedings of the Institution of Civil Engineers (1967) 37 (4): 819–835.
https://doi.org/10.1680/iicep.1967.8306
Published: 01 August 1967
View article titled, DISCUSSION. THE ANALYSIS OF A FOUR-SPAN SKEW BRIDGE USING AN ELECTRICAL ANALOGUE COMPUTER.
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