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Seismic Design of Concrete Structure – Earthquakes occur in many regions of the world. In certain locations where the intensity of the ground shaking is small, the designer does not have to consider seismic effects. In other locations-particularly in regions near an active geological fault (a fracture line in the rock structure), such as the San Andreas fault that runs along the western coast of California-large ground motions frequently occur that can damage or destroy buildings and bridges in large areas of cities. Assuming the building is fixed at its base, the displacement of floors will vary from zero at the base to a maximum at the roof

Behaviour of steel fibre reinforced high performance concrete under biaxial loading conditions – This thesis includes an experimental investigation of the behaviour of steel fibre reinforced high performance concrete (SFRHPC) under biaxial loading conditions. Also included are constitutive models to enable numerical predictions of the strength behaviour of such a material. Within the experimental stage a large biaxial test machine was designed and manufactured…

Automatic design of concrete structures using a strut & tie approach – The major part of the work presented in this thesis is an investigation of the strut and tie method for designing 2-D in-plane, reinforced concrete structures. Two important issues relating to this method are addressed. Firstly, the issue of visualising an appropriate strut and tie model is dealt with. In many situations it may be difficult to visualise an appropriate model for a given structural system. Here, a convenient method of visualising strut and tie models is presented…

Nonlinear Finite Element Study of Reinforced Concrete Beams – This study describes the development of plane stress, nonlinear finite element method of analysis for reinforced concrete beams. These include simple, deep, and T-beams, failing in flexure and in shear. The nonlinear response is assumed to be caused by concrete cracking, nonlinear biaxial stress-strain relations, and by the yielding of steel reinforcement…

Evaluasi Penyebab Keruntuhan Jembatan KUKAR – Bahan Presentasi dari Tim Evaluasi dan Investigasi Teknik Runtuhnya Jembatan Kutai Kartanegara Kementerian Pekerjaan Umum

Concrete Floor Slabs on Grade Subjected to Heavy Loads

Investigasi Runtuhnya Jembatan Mahakam II Tenggarong, Kabupaten Kutai Kartanegara Propinsi Kalimantan Timur – Laporan dari Tim Investigasi Runtuhnya Jembatan Kutai Kartanegara, Lembaga Penelitian dan Pengabdian kepada Masyarakat, Universitas Gadjah Mada

Overview of Structural Design and Detailing of Large Diameter Drilled Shafts

Design-of-Hydroelectric-Power-Plants

 

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