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The Structural Engineer, Volume 73, Issue 23, 1995
The movements and strains which take place in masonry arches, and the way in which those strains lead to longitudinal cracks, are described. Some traditional views are considered to be untenable. The causes of the cracks have some implications for assessment and repair: Observations are made on the repair of cracks. Professor W.J. Harvey
This paper describes a series of tests on reinforced concrete beams and develops an analytical model for calculating the shear strength of members with low shear spans. The model is extended to quantify the influence of link spacing on the shear strength cfmembers with links. D.E. Parker and P.J.M. Bullman
After graduatingfrom Cambridge, Jo da Silva spent a year living in India before joining Ove Arup & Partners where she has spent the last 5 years working as a structural engineer. She spent 18 months in Hong Kong designing the Terminal Building for the new airport with architect Sir Norman Foster & Partners. Currently, she is part of a team investigating the NATM collapse at Heathrow Airport and is also refurbishing a Victorian boathouse in London. She received the ‘Young Consulting Engineer of the Year Award 1995’. She has been a member of RedR for 4 years and is also on RedR's Management Committee. Friday afternoon, 29 April 1994. The yellow ‘post it’ note stuck to my telephone simply said ‘call RedR’. Ten days later I was in Tanzania working for the Irish Aid Agency CONCERN, helping tens of thousands of refugees who had fled the massacres taking place in Rwanda.I was located in Karagwe District, possibly the remotest corner of Tanzania, sandwiched between Lake Victoria, Uganda and Rwanda. J. da Silva