A5100746357- Structural Load-Bearing Analysis
- Structural Behavior of Reinforced Concrete
- Mechanical stress and fatigue analysis
- Engineering Structural Analysis Methods
- Structural Engineering and Vibration Analysis
- Vibration and Dynamic Analysis
- Geotechnical Engineering and Analysis
- Civil and Geotechnical Engineering Research
- Structural Analysis and Optimization
- Seismic Performance and Analysis
- Structural Engineering and Materials Analysis
- Rock Mechanics and Modeling
- Metal-Catalyzed Oxygenation Mechanisms
- Enzyme-mediated dye degradation
- Photosynthetic Processes and Mechanisms
University of Manchester
1992-2025
State Key Laboratory of Geomechanics and Geotechnical Engineering
2011
Institute of Rock and Soil Mechanics
2011
University of Toronto
1996-1998
The natural product synthesis of brevione J undergoes a cascade reactions including an oxidative desaturation and ring‐expansion. C1−C2 B is catalyzed by the nonheme iron dioxygenase BrvJ using one molecule O2 a‐ketoglutarate (aKG). However, whether subsequent ring expansion reaction also same enzyme unknown remains controversial. To gain insight into mechanism biosynthesis computational study reported here molecular dynamics density functional theory approaches. work predicts that both...
Although longitudinal plates have been used widely to connect braces and other attachments hollow structural sections (HSS), there is no established design method available for this type of connection. Research work has undertaken both experimentally analytically produce a rational procedure. Specimens with different angles between branch HSS tested rupture under levels compression loads on the members. A parametric study, covering 120 cases, carried out using finite element models,...
Four circular bolted joints with blank flanges have been tested under static tension forces. Different forces and bolt preloads applied to the forces, displacements stresses in measured. The influences of flange dimensions on behaviour investigated. results obtained compared from finite element analyses mathematical good agreement has found.
The creep property of anchorage interface is one most important problems in analysing time effect underground engineering. In this paper, aiming at the defects hard contact formulation normal direction and discontinuity from bond to slip tangential when studying on anchoring mechanism, a which an exponential softened pressure–overclosure relationship continuous non‐linear constitutive model are proposed. solves problem converging difficultly reflects whole process shear behaviour truly...
This paper is concerned with the calculation of forces and displacements arising from torsion loading lattice towers. Square, rectangular triangular towers parallel legs, sloping legs combinations parallel/sloping are considered. New formulae presented for determining based on similar to those used in torsional theory thin-walled bars. The simple accurate can be practical situations, particularly at initial design stage or during reassessment structures revised loading. accuracy has been...