Engineering Structures the Journal of Earthquake, Wind and Ocean Engineering 1993: Vol 15 Index

5 Pages·1993·1.7 MB·English

Index to Volume 15 (1993)
Number1 (January) pp 1-72 Number 4 (July) pp 225-304
Number 2 (March) pp 73-144 Number 5 (September) pp 305-400
Number 3 (May) pp 145-224 Number 6 (November) pp 401-472
Article Index
Number 1 Number 3 Number 5
Efficient seismic analysis of piping systems Expert systems for seismic engineering: the Stochastic response to earthquake forces of a
with joint deformations state-of-the-art cable-stayed bridge
D.-G. Lee and Y.-H. Song 2-12 A. Berrais and A. S. Watson 146-154 |. Sungar 307-314
Inelastic response of torsionally coupled Seismic response of multistorey framed Al and CAD for earthquake damage
system to an ensemble of nonstationary shearwalls evaluation
random ground motion Y. L. Mo and S. D. Jost 155-166 T. T. Shwe and H. Adeli 315-320
H. Shakib and T. K. Datta 13-20 Definitions of static eccentricity for design of Study of wire rope systems for seismic
Identification of finite element models in asymmetric shear buildings protection of equipment in buildings
structural dynamics W. Jiang, G. L. Hutchinson and G. F. Demetriades, M. C. Constantinou and
D. Capecchi and F. Vestroni 21-30 A. M. Chandler 167-178 A. M. Reinhorn 321-334
Inelastic initial local buckling of plates with Improved method for frequency domain Seismic response of support-isolated
and without residual stresses identifications of structures secondary structures in a multistorey
M. Azhari and M. A. Bradford 31-39 Kyu-Seon Hong and Chung-Bang Yun structure
Modification of floor response spectrum 179-188 Y.-S. Kim and D.-G. Lee 335-348
based on stochastic sensitivity analysis A general lower and upper bound theorem of Parametric studies on the response of
Y. Q. Chen 40-46 Static stability equipment in resilient-friction base isolated
Lateral load response of setback shear wall T. E. Boothby and C. B. Brown 189-196 structures subjected to ground motion
buildings Measurements of static and dynamic A. G. Hernried and K.-M. Lei 349-358
A. Rutenberg and Y. Dickman 47-54 displacement from visual monitoring of the Calculating the load-deflection behaviour of
pb-2 Rayleigh-Ritz method for general plate Humber Bridge simply-supported composite slabs with
analysis G. A. Stephen, J. M. W. Brownjohn and interface slip
K. M. Liew and C. M. Wang 55-60 C. A. Taylor 197-208 K. W. Poh and M. M. Attard 359-368
Approximate solution of creep of orthogonal Stability behaviour of semi-rigid sway frames K-factors of framed columns restrained by
anisotropic concrete thin plates Yoshiaki Goto, Satsuki Suzuki and Wai-Fah tapered girders in US codes
R.-G. Zhou, Y.-X. Hu, L. Duan and Chen 209-219 W.-S. King, L. Duan, R.-G. Zhou, Y.-X. Hu
W. F. Chen 61-66 and W.-F. Chen 369-378
Least weight design of steel pile foundations
A. S. Hoback and K. Z. Truman 379-386
Mode shape corrections for wind tunnel tests
of tall buildings
Number 2 Number 4 Y. L. Xu and K. C. S. Kwok 387-394
On the definition of beam—wall joint rotations Computer-aided design of transmission lines
in the analysis of coupled wall-frame A. H. Peyrot, E. M. Peyrot and T. Carton
structures 229-238
A. K. H. Kwan 74-82 Optimization methods for transmission line Number 6
Axisymmetric free vibration analysis of conical design
shells A. H. Peyrot, E. M. Peyrot and A. Senouci Response of a 42-storey steel-frame building
D. P. Thambiratnam and Y. Zhuge 83-89 239-246 to the M, = 7.1 Loma Prieta earthquake
Aerodynamic stability of a beam in steady Structural optimization of transmission line E. Safak 403-422
flow conductors Test of screw fastened profiled roofing sheets
H. Pasié and M. Bazdulj 90-96 H. B. White 247-250 subject to simulated wind uplift
Amplification factors for piles System reliability analysis of transmission lines Y. L. Xu and G. F. Reardon 423-430
U. B. Halabe and S. K. Jain 97-101 H. J. Dagher and Q. Lu 251-258 A simplified model for the dynamic soil-
Structural design, analysis and full-scale tests Nonlinear finite element analysis of latticed structure interaction of planar frame-wall
of seismically isolated buildings transmission towers systems
G. C. Giuliani 102-116 F. G. A. Al-Bermani and S. Kitipornchai G. Oliveto and A. Santini 431-438
Seismic performance of moment resisting 259-270 Experimental study of the compressive-
frames with flexible joints A review of dynamic aspects of transmission force concept in prestressed concrete beams
A. Osman, A. Ghobarah and R. M. Korol line design S. M. Seraj, M. D. Kotsovos and
117-134 B. W. Smith 271-276 M. N. Pavlovié 439-452
Stochastic sensitivity analysis of primary- Transmission tower development in the UK Geometric effects on shakedown and
secondary structural systems C. Lomas 277-288 rachetting of axisymmetric cylindrical shells
C. D. Huang, L. Socha and T. T. Soong Guyed structures for transmission lines subjected to variable thermal loading
135-142 H. B. White 289-302 G. Maier, L. G. Pan and U. Perego 453-465
470 Engng Struct. 1993, Volume 15, Number 6
Index to Volume 15 (1993)
Number1 (January) pp 1-72 Number 4 (July) pp 225-304
Number 2 (March) pp 73-144 Number 5 (September) pp 305-400
Number 3 (May) pp 145-224 Number 6 (November) pp 401-472
Article Index
Number 1 Number 3 Number 5
Efficient seismic analysis of piping systems Expert systems for seismic engineering: the Stochastic response to earthquake forces of a
with joint deformations state-of-the-art cable-stayed bridge
D.-G. Lee and Y.-H. Song 2-12 A. Berrais and A. S. Watson 146-154 |. Sungar 307-314
Inelastic response of torsionally coupled Seismic response of multistorey framed Al and CAD for earthquake damage
system to an ensemble of nonstationary shearwalls evaluation
random ground motion Y. L. Mo and S. D. Jost 155-166 T. T. Shwe and H. Adeli 315-320
H. Shakib and T. K. Datta 13-20 Definitions of static eccentricity for design of Study of wire rope systems for seismic
Identification of finite element models in asymmetric shear buildings protection of equipment in buildings
structural dynamics W. Jiang, G. L. Hutchinson and G. F. Demetriades, M. C. Constantinou and
D. Capecchi and F. Vestroni 21-30 A. M. Chandler 167-178 A. M. Reinhorn 321-334
Inelastic initial local buckling of plates with Improved method for frequency domain Seismic response of support-isolated
and without residual stresses identifications of structures secondary structures in a multistorey
M. Azhari and M. A. Bradford 31-39 Kyu-Seon Hong and Chung-Bang Yun structure
Modification of floor response spectrum 179-188 Y.-S. Kim and D.-G. Lee 335-348
based on stochastic sensitivity analysis A general lower and upper bound theorem of Parametric studies on the response of
Y. Q. Chen 40-46 Static stability equipment in resilient-friction base isolated
Lateral load response of setback shear wall T. E. Boothby and C. B. Brown 189-196 structures subjected to ground motion
buildings Measurements of static and dynamic A. G. Hernried and K.-M. Lei 349-358
A. Rutenberg and Y. Dickman 47-54 displacement from visual monitoring of the Calculating the load-deflection behaviour of
pb-2 Rayleigh-Ritz method for general plate Humber Bridge simply-supported composite slabs with
analysis G. A. Stephen, J. M. W. Brownjohn and interface slip
K. M. Liew and C. M. Wang 55-60 C. A. Taylor 197-208 K. W. Poh and M. M. Attard 359-368
Approximate solution of creep of orthogonal Stability behaviour of semi-rigid sway frames K-factors of framed columns restrained by
anisotropic concrete thin plates Yoshiaki Goto, Satsuki Suzuki and Wai-Fah tapered girders in US codes
R.-G. Zhou, Y.-X. Hu, L. Duan and Chen 209-219 W.-S. King, L. Duan, R.-G. Zhou, Y.-X. Hu
W. F. Chen 61-66 and W.-F. Chen 369-378
Least weight design of steel pile foundations
A. S. Hoback and K. Z. Truman 379-386
Mode shape corrections for wind tunnel tests
of tall buildings
Number 2 Number 4 Y. L. Xu and K. C. S. Kwok 387-394
On the definition of beam—wall joint rotations Computer-aided design of transmission lines
in the analysis of coupled wall-frame A. H. Peyrot, E. M. Peyrot and T. Carton
structures 229-238
A. K. H. Kwan 74-82 Optimization methods for transmission line Number 6
Axisymmetric free vibration analysis of conical design
shells A. H. Peyrot, E. M. Peyrot and A. Senouci Response of a 42-storey steel-frame building
D. P. Thambiratnam and Y. Zhuge 83-89 239-246 to the M, = 7.1 Loma Prieta earthquake
Aerodynamic stability of a beam in steady Structural optimization of transmission line E. Safak 403-422
flow conductors Test of screw fastened profiled roofing sheets
H. Pasié and M. Bazdulj 90-96 H. B. White 247-250 subject to simulated wind uplift
Amplification factors for piles System reliability analysis of transmission lines Y. L. Xu and G. F. Reardon 423-430
U. B. Halabe and S. K. Jain 97-101 H. J. Dagher and Q. Lu 251-258 A simplified model for the dynamic soil-
Structural design, analysis and full-scale tests Nonlinear finite element analysis of latticed structure interaction of planar frame-wall
of seismically isolated buildings transmission towers systems
G. C. Giuliani 102-116 F. G. A. Al-Bermani and S. Kitipornchai G. Oliveto and A. Santini 431-438
Seismic performance of moment resisting 259-270 Experimental study of the compressive-
frames with flexible joints A review of dynamic aspects of transmission force concept in prestressed concrete beams
A. Osman, A. Ghobarah and R. M. Korol line design S. M. Seraj, M. D. Kotsovos and
117-134 B. W. Smith 271-276 M. N. Pavlovié 439-452
Stochastic sensitivity analysis of primary- Transmission tower development in the UK Geometric effects on shakedown and
secondary structural systems C. Lomas 277-288 rachetting of axisymmetric cylindrical shells
C. D. Huang, L. Socha and T. T. Soong Guyed structures for transmission lines subjected to variable thermal loading
135-142 H. B. White 289-302 G. Maier, L. G. Pan and U. Perego 453-465
470 Engng Struct. 1993, Volume 15, Number 6
Author Index
Adeli, H., 315 Huang, C. D., 135 Reardon, G. F., 423
Al-Bermani, F. G. A., 259 Hutchinson, G. L., 167 Reinhorn, A. M., 321
Attard, M. M., 359 Rutenberg, A., 47
Azhari, M., 31 Jain, S. K., 97
Jiang, W., 167 Safak, E., 403
Bazdulj, M., 90 Jost, S. D., 155 Santini, A., 431
Berrais, A., 146 Senouci, A., 239
Boothby, T. E., 189 Kim, Y.-S., 335 Seraj, S. M., 439
Bradford, M. A., 31 King, W.-S., 369 Shakib, H., 13
Brown, C. B., 189 Kitipornchai, S., 259 Shwe, T. T., 315
Brownjohn, J. M. W., 197 Korol, R. M., 117 Smith, B. W., 271
Kotsovos, M. D., 439 Socha, L., 135
Capecchi, D., 21 Kwan, A. K. H., 74 Song, Y.-H., 2
Carton, T., 229 Kwok, K. C. S., 387 Soong, T. T., 135
Chandler, A. M., 167 Stephen, G. A., 197
Chen, W.-F., 61, 209, 369 Lee, D.-G., 2, 335 Sungur, |., 307
Chen, Y. Q., 40 Lei, K.-M., 349 Suzuki, S., 209
Liew, K. M., 55
Constantinou, M. C., 321
Lomas, C., 277
Taylor, C. A., 197
Lu, Q., 251
Thambiratnam, D. P., 83
Dagher, H. J., 251
Truman, K. Z., 379
Demetriades, G. F., 321 Maier, G., 453
Dickman, Y., 47 Mo, Y. L., 155
Duan, L., 61, 369 Vestroni, F., 21
Oliveto, G., 431
Ghobarah, A., 117 Osman, A., 117 Wang, C. M., 55
Giuliani, G. C., 102 Watson, A. S., 146
Goto, Y., 209 Pan, L. G., 453 White, H. B., 247, 289
Pasic, H., 90
Halabe, U. B., 97 Pavlovic, M. N., 439 Xu, Y. L., 387, 423
Hernried, A. G., 349 Perego, U., 453 Yun, C.-B., 179
Hoback, A. S., 379 Peyrot, A. H., 229, 239
Hong, K.-S., 179 Peyrot, E. M., 229, 239 Zhou, R.-G., 61, 369
Hu, Y.-X., 61, 369 Poh, K. W., 359 Zhuge, Y., 83
Keyword Index
Aeroelastic test Composite slab Effective length factor
Tall building, Mode shape, 387 Friction, Interface slip, 359 Stability, Semi-rigid steel frames, 209
Angle member Compressive-force path Elastic foundations
Elasto-plastic, Finite element, 259 Prestressed concrete, Codes of practice, 439 Piles, Static analysis, 97
Anisotropic concrete thin plates Conductors Elasto-plastic
Creep, 61 Line optimization, Limits of use, 247 Angle member, Finite element, 259
Artificial intelligence Conical shells Equipment
Seismic engineering, Ductility, 146 Finite element method, Vibration analysis, 83 Seismic, Isolation, 321
Asymmetric buildings Creep Expert systems
Structures, Static eccentricity, 167 Anisotropic concrete thin plates, 61 Earthquakes, Damage evaluation, 315
Base-isolated building Damage evaluation Finite element
Structural design, Dynamic tests, 102 Earthquakes, Expert systems, 315 Angle member, Elasto-plastic, 259
Base-isolated structures Deck displacement Finite element method
Earthquake ground motion, 349 Visual monitoring, Humber Bridge, 197 Conical shells, Vibration analysis, 83
Beam Deflection Finite elements
Galloping, Vibrations, 90 Bending, Buckling, 55 Structural identification, Dynamics, 21
Beams Design Finite strips
Buildings, Shear walls, 74 Transmission lines, Optimization, 239 Buckling, Flanges, 31
Beams (girders) Columns (supports), Beams (girders), 369 Flanges
Columns (supports), Design, 369 Ductility Buckling, Finite strips, 31
Bending Seismic engineering, Artificial intelligence, 146 Frame-wall systems
Buckling, Deflection, 55 Dynamic tests Dynamical analysis, 431
Buckling Structural design, Base-isolated building, 102 Framed shearwalls
Finite strips, Flanges, 31 Dynamical analysis Seismic response, Earthquake-resistant
Bending, Deflection, 55 Frame-wall systems, 431 buildings, 155
Shakedown, Ratchetting, 453 Dynamics Frames
Buildings Structural identification, Finite elements, 21 Seismic, Steel, 117
Beams, Shear walls, 74 Transmission lines, Lattice towers, 271 Frequency domain identification
Frequency response function estimator,
CAD Earthquake ground motion resolution bias error, 179
Transmission lines, 229 Base-isolated structures, 349 Frequency response function estimator
Cable-stayed bridge Earthquake response Frequency domain identification,
Earthquakes, Stochastic response, 307 Steel-frame building, 403 Resolution bias error, 179
Codes of practice Earthquake-resistant buildings Friction
Prestressed concrete, Compressive-force Framed shearwalls, Seismic response, 155 Composite slab, Interface slip, 359
path, 439 Earthquakes
Columns (supports) Cable-stayed bridge, Stochastic response, 307 Galloping
Beams (girders), Design, 369 Expert systems, Damage evaluation, 315 Vibrations, Beam, 90
Engng Struct. 1993, Volume 15, Number 6 471
Guyed structures or towers Random vibration Steel-frame building
Transmission lines, 289 Primary-secondary systems, Sensitivity Earthquake response, 403
analysis, 135 Stochastic response
Humber Bridge Ratchetting Cable-stayed bridge, Earthquakes, 307
Visual monitoring, Deck displacement, 197 Shakedown, Buckling, 453 Structural design
Resolution bias error Base-isolated building, Dynamic tests, 102
Inelastic behaviour Frequency response function estimator, Structural engineering
Torsionally coupled system, Random ground frequency domain identification, 179 Tall buildings, Setbacks, 47
motion, 13 Roofing Structural identification
Interface slip Test, Profiled sheet, 423 Dynamics, Finite elements, 21
Composite slab, Friction, 359 Structural optimization
Isolation Secondary structural system Piles, Pile foundations, 379
Equipment, Seismic, 321 Seismic design, 40 Structural reliability
isolation-system Seismic Transmission lines, 251
Seismic response, Multistorey structure, 335 Steel, Frames, 117 Structures
Equipment, Isolation, 321 Asymmetric buildings, Static eccentricity, 167
Lattice Seismic analysis
Towers, Steel poles, 277 Piping systems, Local deformation effect, 2
Lattice towers Seismic design Tall buildings
Dynamics, Transmission lines, 271 Secondary structural systems, 40 Aeroelastic test, Mode shape, 387
Limits of use Seismic engineering Tall buildings
Line optimization, Conductors, 247 Ductility, Artificial intelligence, 146 Structural engineering, Setbacks, 47
Line optimization Seismic response Test
Conductors, Limits of use, 247 Framed shearwalls, Earthquake-resistant Roofing, Profiled sheet, 423
Local deformation effect buildings, 155 Torsionally coupled system
Piping systems, Seismic analysis, 2 lsolation-system, Multistorey structure, 335 Inelastic behaviour, Random ground motion, 13
Semi-rigid steel frames Towers
Mode shape Stability, Effective length factor, 209 Lattice, Steel poles, 277
Aeroelastic test, Tall building , 387 Sensitivity analysis Transmission lines
Multistorey structure Random vibration, Primary-secondary CAD, 229
Isolation-system, Seismic response, 335 systems, 135 Design, Optimization, 239
Setbacks Structural reliability, 251
Optimization Structural engineering, Tall buildings, 47 Dynamics, Lattice towers, 271
Transmission lines, Design, 239 Shakedown Guyed structures or towers, 289
Ratchetting, Buckling, 453
Pile foundations Shear walls
Piles, Structural optimization, 379 Beams, Buildings, 74 Vibration analysis
Piles Stability Finite element method, Conical shells, 83
Elastic foundations, Static analysis, 97 Semi-rigid steel frames, Effective length Vibrations
Pile foundations, Structural optimization, 379 factor, 209 Galloping, Beam, 90
Piping systems Stability criterion Visual monitoring
Local deformation effect, Seismic analysis, 2 Static stability system, 189 Deck displacement, Humber Bridge, 197
Prestressed concrete Static analysis
Compressive-force path, Codes of practice, 439 Piles, Elastic foundations, 97
Primary-secondary systems Static eccentricity Book Reviews 67, 221, 395, 466
Random vibration, Sensitivity analysis, 135 Structures, Asymmetric buildings, 167
Profiled sheet Static stability system Calendar 71, 144, 221, 303, 398, 468
Test, Roofing, 423 Stability criterion, 189
Steel
Random ground motion Seismic, Frames, 117 Conference Report 220
Inelastic behaviour, Torsionally coupled Steel poles
system, 13 Towers, Lattice, 277 Munro Prize Announcement 143, 397
472 Engng Struct. 1993, Volume 15, Number 6