Blar i Fakultet for ingeniørvitenskap (IV) på emneord "TECHNOLOGY: Engineering mechanics: Construction engineering"
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Ballistic Penetration and Perforation of Steel Plates
(Dr. ingeniøravhandling, 0809-103X; 2000:124, Doctoral thesis, 2001)Situations involving impact, i.e. the collision between two or more solids, were at one time primarily of concern to the military. Nowadays, as safety is highlighted within most branches of industry, the field of impact ... -
Capacity Assessment of Titanium Pipes Subjected to Bending and External Pressure
(Dr. ingeniøravhandling, 0809-103X; 1999:100, Doctoral thesis, 2000)Exploration for oil and gas is moving towards deeper waters. Steel has been the most common riser material. Related to deep water concepts titanium has become an alternative to steel for these applications. Several codes ... -
Deformations in Concrete Cantilever Bridges: Observations and Theoretical Modelling
(Dr. ingeniøravhandling, 0809-103X; 2002:23, Doctoral thesis, 2002)The thesis deals with the deformation problem of segmental, cast-in-place concrete cantilever bridges. This type of bridge has shown some propensity to develop larger deflections than those were predicted in the design ... -
Full- and Model Scale Study of Wind Effects on a medium-rise Building in a built up Area
(Dr. ingeniøravhandling, 0809-103X; 2002:95, Doctoral thesis, 2002)The present study deals with full- and model scale study of wind effects on a medium-rise building in a built up area. Most low-rise building experiments have been based on an isolated building placed in a relatively ... -
Full- and Model Scale Study of Wind Effects on a medium-rise Building in a built up Area
(Dr. ingeniøravhandling, 0809-103X; 2002:95, Doctoral thesis, 2002)The present study deals with full- and model scale study of wind effects on a medium-rise building in a built up area. Most low-rise building experiments have been based on an isolated building placed in a relatively ... -
Structural Behaviour of Post Tensioned Concrete Structures: Flat Slab. Slabs on Ground
(Dr. ingeniøravhandling, 0809-103X; 2001:52, Doctoral thesis, 2001)In this investigation strength and structural behaviour of prestressed concrete is studied with one full scale test of one flat slab, 16000 mm x 19000 mm, and three slabs on ground each 4000 mm x 4000 mm with thickness 150 ...