The following pages link to F. W. Williams (Q201158):
Displaying 50 items.
- An efficient algorithm for computing the dynamic responses of one-dimensional periodic structures and periodic structures with defects (Q364102) (← links)
- Isotropic layered soil-structure interaction caused by stationary random excitations (Q544987) (← links)
- Concise buckling analysis of stayed columns (Q1244066) (← links)
- Postbuckling analysis of stiffened laminated panels loaded in compression (Q1261925) (← links)
- Green functions of piezoelectric material with an elliptic hole or inclusion (Q1282653) (← links)
- Nonlinear analysis of cross-ply thick cylindrical shells under axial compression (Q1287213) (← links)
- Modelling of weakly bonded laminated composite plates at large deflections (Q1290046) (← links)
- Wave propagation in substructural chain-type structures excited by harmonic forces (Q1315741) (← links)
- Coupled bending-torsional dynamic stiffness matrix of an axially loaded Timoshenko beam element (Q1331880) (← links)
- The eigenvalue problem for damped gyroscopic systems (Q1371226) (← links)
- Quadratic representation of a nonlinear dynamic stiffness matrix and related eigenvalue problems (Q1376613) (← links)
- Modal synthesis method for norm computation of \(H_\infty\) decentralized control systems. I (Q1890254) (← links)
- Modal synthesis method for norm computation of \(H_\infty\) decentralized control systems. II (Q1890255) (← links)
- Post-buckling analysis of imperfect laminated plates under combined axial and thermal loads (Q1910957) (← links)
- Buckling and vibration of anisotropic or isotropic plate assemblies under combined loadings (Q2265285) (← links)
- Random wave propagation in a viscoelastic layered half space (Q2456244) (← links)
- Computational procedures for a matrix analysis of the stability and vibration of thin flat-walled structures in compression (Q2535369) (← links)
- Postbuckling analysis of imperfect composite laminated plates on nonlinear elastic foundations (Q2564387) (← links)
- Structural seismic response to inhomogeneous random field (Q2721499) (← links)
- Discrete time-delay optimal control of structures under seismic excitations using the balanced reduction scheme (Q2850581) (← links)
- Erratum to ``Discrete time-delay optimal control of structures under seismic excitations using the balanced reduction scheme'' (Q2852390) (← links)
- Exact dynamic stiffness method for non-uniform Timoshenko beam vibrations and Bernoulli-Euler column buckling (Q2897100) (← links)
- EXACT DYNAMIC STIFFNESS MATRIX FOR COMPOSITE TIMOSHENKO BEAMS WITH APPLICATIONS (Q3118230) (← links)
- Implementation of an improved bisection algorithm in buckling problems (Q3309186) (← links)
- On the free vibration analysis of spinning structures by using discrete or distributed mass models (Q3330667) (← links)
- A precise numerical method for Rayleigh waves in a stratified half space (Q3440566) (← links)
- The use of the reciprocals of positive and negative inertial functions in asymptotic modelling (Q3503351) (← links)
- Exact solutions for Sturm–Liouville problems on trees via novel substitute systems and the Wittrick–Williams algorithm (Q3508102) (← links)
- Wittrick–Williams algorithm proof of bracketing and convergence theorems for eigenvalues of constrained structures with positive and negative penalty parameters (Q3590358) (← links)
- Exact Bernoulli-Euler dynamic stiffness matrix for a range of tapered beams (Q3698409) (← links)
- Exact eigenvalue calculations for structures with rotationally periodic substructures (Q3711944) (← links)
- Exact Bernoulli‐Euler static stiffness matrix for a range of tapered beam‐columns (Q3730134) (← links)
- An algorithm for exact eigenvalue calculations for rotationally periodic structures (Q3747871) (← links)
- (Q3841567) (← links)
- (Q3944119) (← links)
- Coupled bending-torsional dynamic stiffness matrix for timoshenko beam elements (Q4018112) (← links)
- Compact distributed inertia solution for free torsional vibrations of shaft and rotor system (Q4098775) (← links)
- Compact computation of natural frequencies and buckling loads for plane frames (Q4131793) (← links)
- Buckling of multi-storey frames with non-uniform columns, using a pocket calculator program (Q4139754) (← links)
- A warning on the use of symmetry in classical eigenvalue analyses (Q4146324) (← links)
- A compact computer program for calculating buckling stresses and natural frequencies of vibration of prismatic plate assemblies (Q4155915) (← links)
- Simple buckling and vibration analyses of beam or spring connected structures (Q4174906) (← links)
- A pocket calculator program for some simple vibration problems (Q4177057) (← links)
- The calculation of critical buckling loads for externally constrained structures (Q4238279) (← links)
- Aircraft wing panel buckling analysis: efficiency by approximations (Q4268430) (← links)
- The Effect Of Shear Deformation On The Critical Buckling Of Columns (Q4268551) (← links)
- Post-buckling analysis of laminated stiffeners (Q4287592) (← links)
- Physical interpretation of the symplectic orthogonality of the eigensolutions of a hamiltonian or symplectic matrix (Q4293364) (← links)
- An exact dynamic stiffness matrix for coupled extensional-torsional vibration of structural members (Q4298562) (← links)
- Asynchronous parallel computing of structural non-stationary random seismic responses (Q4360343) (← links)
