A5103158072- Structural Load-Bearing Analysis
- Structural Analysis of Composite Materials
- Structural Behavior of Reinforced Concrete
- Fire effects on concrete materials
- Structural Analysis and Optimization
- Structural Engineering and Vibration Analysis
- Civil and Structural Engineering Research
- Composite Structure Analysis and Optimization
- Structural Response to Dynamic Loads
- Engineering Structural Analysis Methods
- Fatigue and fracture mechanics
- Mechanical stress and fatigue analysis
- Rock Mechanics and Modeling
- Structural Engineering and Materials Analysis
- Metal Forming Simulation Techniques
- Geotechnical Engineering and Underground Structures
- Mechanical Behavior of Composites
- Structural Health Monitoring Techniques
- Dynamics and Control of Mechanical Systems
- Flame retardant materials and properties
- Cell Adhesion Molecules Research
- Mechanical Engineering and Vibrations Research
- Geotechnical Engineering and Soil Stabilization
- Innovative concrete reinforcement materials
- Material Properties and Processing
University of Manchester
2002-2023
Missouri University of Science and Technology
1996-2002
Manchester University
2000
University of Salford
1976-1996
University of South Wales
1985-1996
UCLouvain
1992
St Bartholomew's Hospital
1988-1989
University of Wales
1988
Arup Group (United Kingdom)
1966-1968
We have defined the structure of Osteoclast Functional Antigen (OFA) by immunological and biochemical means. OFA is an abundant surface antigen in human animal osteoclasts has been characterized previously monoclonal antibodies 13C2 23C6, one which mimicks inhibitory activity calcitonin on osteoclastic bone resorption. By following criteria we show that a member integrin family extracellular matrix receptors identical, or at least highly related, to vitronectin receptor (VNR) isolated from...
The available approaches to diaphragm design are reviewed and it is concluded that for panels fall within its scope, the best approach one proposed by Bryan in Constrado Monographs, but there certain deficiencies this method as presently formulated. A modified presented a wide range of types which satisfy following conditions: (1) rectangular plan; (2) regular construction, particular no opening significant size. It diaphragms satisfying preceding criteria be termed simple such need not...