... ARCHES SEALANTS JOINTS EXPANSION STANDARDS DURABILITY UK MEETING REPORT Water management for durable bridges Reporter V. A. Stephens Proc. Instn Civ. Engrs Transp., 1998, 129, Aug., 164 ± 167 The presentations in this seminar, apart from that by the Highways Agency (HA), described...

... PROGRAMS CAPACITY MASONRY ARCHES FAILURES BULGING SPANDRELS FATIGUE MECHANISMS SOFTWARE MODELS TESTS DISCUSSION Proc. Instn Civ. Engrs Tramp., 1995, 111, Nov., 314-317 Rail Panel Paper 10273 Developments in the analysis, testing and damage assessmenotf railway bridges C. Lemmon and P...

... andconstruction ofthe new bridge piers, causing the foundation to collapse and and how, byclose Client/Consultant/Con- the arch ring to twist and fainil torsion. tractor relationship, the extremely tight 9. Two other piersfailed in similarmode in timescale was met are described. subsequent low tides, the fourth...

...C TUCKER RIBBLEHEAD SETTLE CARLISLE UK © Thomas Telford and ICE 1995 REGIONAL RAILWAYS BRITISH RAIL RESEARCH VIADUCTS REFURBISHMENT RAILWAYS STRUCTURES BRIDGES DETERIORATION MASONRY SPANS ARCHES CRACKS BRICKS STONE BRICKWORK CRACKING SPANDRELS TIES...

...C. Lemmon, BSc, MICE, MCIT; P. A. Woolfenden, BSc, MSC, MBCS Computer finite-element methods form the basis of a new technique for representing the structural complexity of an arch bridge, as a basis for assessing bridge condition. Masonry arch finite-element assessment (MAFEA), physical testing...