ebook img

Computers & Structures 1991: Vol 40 Index & Table of Contents PDF

12 Pages·1991·2.8 MB·English
by  
Save to my drive
Quick download
Download
Most books are stored in the elastic cloud where traffic is expensive. For this reason, we have a limit on daily download.

Preview Computers & Structures 1991: Vol 40 Index & Table of Contents

computers An International str uctures Journal List of Contents and Author Index Volume 40, 1991 © PERGAMON PRESS OXFORD - NEW YORK - SEOUL - TOKYO puters corm An & structures International Journal editor-in-chief Prof. H. Liebowitz School of Engineering and Applied Science George Washington University Washington, DC 20052, U.S.A. editorial advisory board Dr. H. N. Abramson Dr. R. E. Fulton Prof. T. Moan Dr. E. M. Q. Roren Tx., U.S.A. Va., U.S.A Trondheim, Norway Oslo, Norway Prof. E. R. Arantes e Dr. M. P. Gaus Dr. W. W. Murray Prof. L. A. Schmit, Jr. Oliveira D.C., U.S.A. D.C., U.S.A. Calif., U.S.A. Lisbon, Portugal Dr. R. A. Gellatly Prof. F. Niordson Prof. E. Sevin Prof. H. Ashley Calif., U.S.A. Lyngby, Denmark D.C., U.S.A. Calif., U.S.A. Dr. D. S. Griffin Prof. A. K. Noor Dean A. Sherbourne Prof. why anes Pa., U.S.A. Va., U.S.A. Ontario, Canada a., U.S.A. Dr. M. C. Junger Prof. J. T. Oden Mr. |. C. Taig Dr. M. L. Baron Mass.. U.S.A Tx., U.S.A. Preston, U.K. NY, U.S.A. b 2 K : ; Prof. K. J. Bathe ce ee eer Prof. K. A.V. Pandalai Prof. B. H. V. Topping Mass.. U.S.A. Czechoslovakia Madras, India Edinburgh, U.K. Prof. B. A. Boley Prof. R. D. Logcher Prof. T. H. H. Pian Prof. T. G. Toridis Mass., U.S.A. D.C., U.S.A. NY. U.S.A. Mass., U.S.A. Dr. G. G. Pope Prof. F. Venancio-Filho Hants, U.K. Rio de Janeiro, Brazil Dr. T. A. Cruse Prof. P. V. Marcal Prof. E. P. Popov Prof. Y. Yamada Calif., U.S.A. Tokyo, Japan Tenn., U.S.A. Calif., U.S.A. Mr. W. E. Dietrich Prof. Ch. Massonnet Dr. J. P. Raney Prof. L. A. Zadeh Va., U.S.A. Calif., U.S.A. Md., U.S.A. Liége, Belgium Prof. S. J. Fenves Dr. R. J. Melosh Prof. J. N. Reddy Prof. O. C. Zienkiewicz Pa., U.S.A. NC, U.S.A. Va., U.S.A. Swansea, U.K. Publishing, Subscription, and Advertising Offices: Pergamon Press However, assignment of copyright is not required from authors who Inc., 395 Saw Mill River Road, Elmsford, NY 10523, U.S.A., or work for organizations which do not permit such assignment. The Pergamon Press pic, Headington Hill Hall, Oxford OX3 OBW, copyright covers the exclusive rights to reproduce and distribute the England. article including reprints, photographic reproductions, microform or any other reproductions of similar nature and translations. No part of Published Twenty-four Per Annum (Four Volumes 1991) this publication may be reproduced, stored in a retrieval system or annual subscription rates (1991) transmitted in any form or by any means electronic, electrostatic, Annual institutional subscription rate (1991) DM 3380.00. magnetic tape, mechanical, photocopying, recording or otherwise, Two-year institutional rate (1991/1992) DM 6422.00. without permission in writing from the copyright holder. Personal subscription rate for those whose library subscribes at the regular rate is available from any Pergamon Press office. photocopying information for users in the U.S.A. The Item- Subscription rates for Japan include despatch by air and prices are Fee Code for this publication indicates that authorization to photo- available on application. copy items for internal or personal use is granted by the copyright Prices are subject to change without notice. holder for libraries and other users registered with the Copyright Back issues of all previously published volumes, in both hard copy Clearance Center (CCC) Transactional Reporting Service provided and on microform, are available direct from Pergamon Press offices. the stated fee for copying beyond that permitted by Section 107 or 108 of the United States Copyright Law is paid. The appro- Whilst every effort is made by the publishers and editorial board to priate remittance of $3.00 per copy per article is paid directly to see that no inaccurate or misleading data, opinion or statement the Copyright Clearance Center Inc., 27 Congress Street, Salem, appears in this journal, they wish to make it clear that the data and MA 01970. Opinions appearing in the articles and advertisements herein are the sole responsibility of the contributor or advertiser concerned. permission for other use. The copyright owner's consent does Accordingly, the publishers, the editorial board and editors and their not extend to copying for general distribution for promotion, for respective employees, officers and agents accept no responsibility creating new works, or for resale. Specific written permission must or liability whatsoever for the consequences of any such inaccurate be obtained from the Publisher for such copying. or misleading data, opinion or statement. Copyright © 1991 Pergamon Press pic The Item-Fee Code for this publication is: 0045-7949/91 $3.00 + .00 It is a condition of publication that manuscripts submitted to this journal have not been published and will not be simultaneously ©™The paper used in this publication meets the minimum submitted or published elsewhere. By submitting a manuscript the requirements of American National Standard for Information authors agree that the copyright for their article is transferred to the Sciences—Permanence of Paper for Printed Library Materials, Publisher if and when the article is accepted for publication. ANSI Z39.48-1984. Cover design by Mr. J. Koukos LIST OF CONTENTS NUMBER 1 AI CIVIL-COMP 89 B. Topping and B. Kumar: Preface S. M. Rowlinson: Knowledge-based systems: potential in design and management A. Oki and D. Lloyd Smith: Metaknowledge reasoning in civil engineering expert systems A. S. Watson and S. H. Chan: A PROLOG-based object oriented engineering DBMS D. T. Shaw: Knowledge-based regulation processing for site development K. K&ahkonen: A knowledge-based system approach to determine durations of site activities A. Sirajuddin and M. J. Mawdesley: A knowledge-based system for recognition of work required for construction K. D. Lemon and J. Christian: A micro-computer application for managing construction productivity M. Alshawi and D. Jagger: An expert system to assist in generating and scheduling construction activities D. Echeverry, C. W. Ibbs and S. Kim: A knowledge-based approach to support the generation of construction schedules N. Riad, D. Arditi and J. Mohammadi: A conceptual model for claim management in construction: an AI approach G. R. Miller: An object-oriented approach to structural analysis and design R. Fruchter and J. Gluck: Adaptive connections of multitype structural descriptors in a TLS for structural analysis R. Fruchter and J. Gluck: A model for parallel training and learning in dynamic structural response analysis J. C. Miles and C. J. Moore: An expert system for the conceptual design of bridges P. N. Payne: Structural design using intelligent objects D. R. Thompson, T. Tomski, S. W. Ellacott and P. Kuczora: An expert system for the preliminary design of timber roofs N. A. B. Yehia, A. A. L. Sabbah and A. M. Mosalla: A knowledge-based system for the design of reinforced concrete halls H. Furuta, N. Shiraishi, M. Umano and K. Kawakami: Knowledge-based expert system for damage assessment based on fuzzy reasoning K. Ahmad, A. Langdon and P. A. Frieze: An expert system for offshore structure inspection and maintenance K. B. Dussom, T. Hadj-Hamou and R. M. Bakeer: QUAKE: an expert system for the selection of design earthquake accelerogram A. P. Wislocki and S. P. Bentley: An expert system for landslide hazard and risk assessment J. Oliphant and D. I. Blockley: Knowledge-based system: advisor on the selection of earth retaining structures I. E. G. Davey-Wilson: Development of a PROLOG-based expert system for groundwater control N. A. Tyler: The contribution of expert opinion to the design of high capacity bus priority systems Software Survey Section NUMBER 2 NONLINEAR FINITE ELEMENT ANALYSIS AND ADINA K. J. Bathe: Preface iii iv Contents K. J. Bathe: Some remarks and references on recent developments in finite element analysis procedures 201 A. L. Eterovic and K. J. Bathe: On the treatment of inequality constraints arising from contact conditions in finite element analysis 203 C. Poirier and R. Tinawi: Finite element stress tensor fields interpolation and manipulation using 3D dual kriging 211 P. Weber, L. GroB, A. Knocke, P. Sternecker, B. Brandel and W. Sch6nauer: The finite element method on vector processors 223 A. Chowdhury and C. N. Kostem: Significance of mesh-fineness in accuracy of finite element analysis of hyperbolic cooling tower shells 237 J. W. Tedesco, B. T. Rosson and W. G. McDougal: Numerical simulation of dolos drop tests 243 J. A. Sherwood and M. J. Boyle: Investigation of the thermomechanical response of a titanium aluminide/silicon carbide composite using a unified state variable model in ADINA 257 T. P. J. Mikkola and H. Niemi: Quality assurance for fracture mechanical finite element analyses 271 J. R. Mays and L. H. Roehm: Hydrodynamic pressure in a dam-reservoir system 281 D. Carlton and N. Mistry: Thermo-elastic-creep analysis of maturing concrete 293 L. J. Malvar and M. C. Hironaka: Heat resistant concrete for airfield pavements: preliminary numerical study 303 J. W. Tedesco, C. A. Ross, P. B. McGill and B. P. O’Neil: Numerical analysis of high strain rate concrete direct tension tests 313 K. Hock and C. Langlie: Calculation of shafts in deposits with regard to imperfections, buckling and visco-elastic material properties 329 P. Reimers: Simulation of mixed mode fatigue crack growth 339 M. Ishikawa: Thermal stress analysis of a concrete dam 347 R. Houlston and J. E. Slater: Global and local modelling of naval panels subjected to shock loads 353 H. Grebner and A. H6fler: J-Integral evaluation from ADINA shell element results 365 J. M. Santiago and S. Bhattacharya: Sensitivity of plate response calculations to blast load definition 375 B. Steinauer and D. Tao: Improving the traffic safety on Bavarian highway through profiled marking with use of ADINA 393 F. Tabaddor and J. Padovan: Element nonlinearity effects on local and global stability 401 T. Ramadan and A. Ghobarah: Prediction of the ultimate capacity of wide flange link beams under cyclic loading 409 I. BabuSka and L. Li: Hierarchic modeling of plates 419 C. Gantes, J. J. Connor and R. D. Logcher: Combining numerical analysis and engineering judgment to design deployable structures 431 L. H. Tan and K. J. Bathe: Studies of finite element procedures—the conjugate gradient and GMRES methods in ADINA and ADINA-F 44] C. Cobb, W. D. Rolph and D. Wilmarth: System architectures for support of nonlinear finite element analysis 451 T. P. Harrigan: Analysis of the fixation of total hip femoral components using ADINA 463 E. G. Thimmhardy: Nonlinear analysis of buckling behaviour of steel box girder components 469 C. P. Fritzen and S. Zhu: Updating of finite element models by means of measured information 475 V. Kumar, B. I. Schumacher and M. D. German: Effect of thermal and residual stresses on the J-integral elastic—plastic fracture analysis 487 K.-V. Kniffka: A note on the analysis of the Mauvoisin concrete arch dam subjected to earthquake input 503 D. F. Lozupone and F. Piccolo: The use of ADINA-F for large model iluid-flow analyses 511 Contents Vv NUMBER 3 N. Ganesan and 521 Stress analysis of railroad wheels using a conical shell T. C. Ramesh element S. Maleki 527 Compound strip method for box girders and folded plates E. Zolti 539 Radiation heat transfer procedure for two- dimensional finite element models F. Aboul-ella 549 New iterative analysis of cable-stayed structures C. W. S. To and B. Wang 555 An axisymmetric thin shell finite element for vibration analysis H. Kebari and A. C. Cassell 569 Non-conforming modes stabilization of a nine-node stress-resultant degenerated shell element with drilling freedom U. Icardi and A. Manuello 581 Some considerations regarding the edge _ stress problem of laminates by finite elements G. E. Stavroulakis, 599 On the rigid body displacements and rotations in P. D. Panagiotopoulos unilateral contact problems and applications and A. M. Al-Fahed Long-Yuan Li 615 Interaction of forced and parametrically excited vibrations C. J. Younis and 619 Linear buckling analysis of a column-footing system D. E. Panayotounakos resting on elastic soil S. R. Raichman and 629 A perturbation/finite strip approach for static analysis L. A. Godoy of non-prismatic plate assemblies H. H. Vaziri and J. Xie 639 A methodology for computing the response of non- uniform piles to vertical vibrations V. Mermertas and 651 Dynamic stability of radially stiffened annular plates H. T. Belek T. Kant and S. R. Marur 659 A comparative study of C° and C' elements for linear and nonlinear transient dynamics of building frames R. Srinivasan, 679 Understanding design—manufacture interaction using H. M. Karandikar and compromise decision support problems—|. A formu- F. Mistree lation for composite pressure vessels R. Srinivasan, 693 Understanding design—manufacture interaction using H. M. Karandikar and compromise decision support problems—H. Pre- F. Mistree liminary synthesis of composite pressure vessels R. Srinivasan, 705 Understanding design—manufacture interaction using H. M. Karandikar and compromise decision support problems—ll!. Design F. Mistree for manufacture of composite pressure vessels vi Contents Ten-Lu Hsiao 719 A global-local finite element for general composite structure G. S. Ray and B. K. Sinha 731 Computation of centrifugal stresses in a radial-flow impeller Lien-Wen Chen and 741 Finite element analysis of natural whirl speeds of Der-Ming Ku rotating shafts Qin Qing-Hua and 749 Variational principles and hybrid element on a Jin Fu-Sheng sandwich plate of Lrusakov—Du’s type R. C. Kar and T. Sujata 753 Dynamic stability of a rotating beam with various boundary conditions K. Y. Sze and C. L. Chow 775 A mixed formulation of a four-node Mindlin shell/ plate with interpolated covariant transverse shear strains Chang Koon Choi and 785 Geometrically nonlinear behavior of an improved Seung Woon Yoo degenerated shell element M. Pourazady and Optimization of a triangular mesh M. Radhakrishnan Software Survey Section NUMBER 4 N. Ganesan and Stress analysis of composite railroad wheels T. C. Ramesh K. Bhaskar and 815 A higher-order theory for bending analysis of T. K. Varadan laminated shells of revolution S. Kodiyalam, 821 Structural shape optimization with MSC/NASTRAN G. N. Vanderplaats and H. Miura M. Eisenberger 831 Stiffness matrices for non-prismatic members includ- ing transverse shear Woo-Sun Park, 837 Infinite elements for evaluation of hydrodynamic Chung-Bang Yun and forces on offshore structures Chong-Kun Pyun P. Srinivasa Rao, 849 Buckling analysis of cooling tower shells subjected to P. K. Aravindan and non-axisymmetric wind pressures K. Ramanjaneyulu Jeng-Shian Chang and 857 Nonlinear analysis of composite antisymmetric angle- Yuh-Pao Huang ply under uniform temperature field A. Y. T. Leung 871 An unconstrained third-order plate theory Contents vii C. A. Hall, 877 A DEM displacement-plastic strain formulation of W. C. Rheinboldt and punch stretching M.L. Wenner J. T. Borggaard, 885 Highly accurate evaluation of system matrices for J. H. Kane and J. Turi curved boundary elements A. Kaveh 893 Graphs and structures A. N. Sherbourne and 903 Differential quadrature method in the buckling M.D. Pandey analysis of beams and composite plates A. Ranjbaran 915 A standard routine for rotation of a point about an axis in 3-D space A. Ranjbaran 925 Embedding of reinforcements in reinforced concrete elements implemented in DENA A. Sluzalec and A. Kysiak 931 An analysis of weld geometry in creep of welded tubes undergoing internal pressure | S. K. Ider 939 Finite-element based recursive formulation for real time dynamic simulation of flexible multibody systems J. S. Davidson and 947 Effect of vertical support on highway bridge super- C. H. Yoo structures K. S. Surana and 957 Completely hierarchical two-dimensional curved S. H. Nguyen beam element for dynamics K. Biswas 969 Analysis of stress intensity factor for normal crack approaching weldbead on simplified compact tension specimen D. A. Trowbridge, 977 Low velocity impact analysis with NASTRAN J. E. Grady and R. A. Aiello S. N. Al-Rasby 985 Solution techniques in nonlinear structural analysis J. P. Dwivedi, V. P. Singh 995 Response of an imperfectly bonded buried fluid-filled and P. C. Upadhyay orthotropic cylindrical shell due to an incident shear wave A. V. Avdelas 1003 Determination of the collapse load of plastic struc- tures by the use of an upper bounding algorithm K. S. Sai Ram and 1009 Hygrothermal effects on the bending characteristics of P. K. Sinha laminated composite plates S. Cetinkunt and 1017 Modified LOQG/LTR-based controller design for Wen-Lung Yu distributed parameter motion control systems J. D. Whitcomb 1027 Iterative global/local finite element analysis M. Zeggane and 1033 Stability analysis of long laminate composite plates S. Sridharan using Reissner—Mindlin ‘infinite’ strips Vili Contents J. P. Moitinho de Almeida 1043 Alternative approach to the formulation of hybrid and J. A. Teixeira de Freitas equilibrium finite elements W. J. Slagter 1049 Flexibility parameters for a monolithic plate with an eccentrically loaded pin M. N. Bismarck-Nasr 1059 On the sixteen degree of freedom rectangular plate element K. Kanaka Raju and 1061 Postbuckling of point supported square plates resting G. Venkateswara Rao on elastic foundation subjected to thermal or mech- anical loading 1065 Corrigendum 1067 Announcements | Software Survey Section NUMBER 5 COMPUTATIONAL STRUCTURES TECHNOLOGY B. H. V. Topping: Editorial Vv Conference Editorial Board vi A. K. Noor and W. S. Burton: Predictor-corrector procedures for thermal buckling analysis of multilayered composite plates 1071 D. M. Frangopol, M. Klinsinski and M. Iizuka: Optimization of damage-tolerant structural systems 1085 J. Z. Zhu, E. Hinton and O. C. Zienkiewicz: Adaptive finite element analysis with quadrilaterals 1097 F. B. A. Beshara and K. S. Virdi: Time integration procedures for finite element analysis of blast-resistant reinforced concrete structures 1105 D. M. Rosyid and J. B. Caldwell: Design approach and dimensional similarity in lay-out optimization of structural systems 1125 M. D. Olson: Efficient modelling of blast loaded stiffened plate and cylindrical shell structures 1139 J. J. Lin, M. Fafard, D. Beaulieu and B. Massicotte: Nonlinear analysis of composite bridges by the finite element method 1151 R. Martinez and A. Samartin: Two-dimensional mesh optimization in the finite element method 1169 S. M. Kirkup: The computational modelling of acoustic shields by the boundary and shell element method 1177 R. Kouhia: On kinematical relations of spatial framed structures 1185 G. M. van Erp and C. M. Menken: Initial post-buckling analysis with the spline finite-strip method 1193 K. Orsborn: Using knowledge-based techniques in systems for structural design 1203 Contents ix R. A. Chandansing, H. Sliedrecht, W. A. de Bruijn and Ch. J. Vos: Computer assisted structural concrete education 1213 C. S. Rao: Finite element method for structural design of heavy duty granular pavements 1223 J. Noorzaei, M. N. Viladkar and P. N. Godbole: Soil-structure interaction of space frame-—raft-soil system—a parametric study 1235 C. W. Martin and S. F. Lung: A finite dynamic element for laminated composite plates and shells 1249 A. Zochowski and A. Myélinski: A numerical analysis of rolling contact problems using quasistatic variational formulation 1261 M. Salehi and G. J. Turvey: Elastic large deflection response of annular sector plates—a comparison of DR finite-difference, finite element and other numerical solutions 1267 S. M. Kirkup and S. Amini: Modal analysis of acoustically-loaded structures via integral equation methods 1279 F. Gonzalez Vidosa, M. D. Kotsovos and M. N. Pavlovic: Nonlinear finite-element analysis of concrete structures: performance of a fully three-dimensional brittle model 1287 J. A. Teixeira de Freitas and E. M. B. Ribeiro Pereira: Application of the Mathieu series to the boundary integral method 1307 Technical Notes P. H. McDonald: Nonlinear dynamics of a beam 1315 W. M. Jenkins: Towards structural optimization via the genetic algorithm 1321 A. R. Selby and M. R. Arta: Three-dimensional finite element analysis of pile groups under lateral loading 1329 NUMBER 6 R. Qian, H. Liu and 1337 Rigid-plastic boundary element method based on the D. Qiao incremental theory Shen Peng-Cheng and 1343 Multivariable spline element analysis for plate bending Kan Hong-Bo problems Zhang Qingijle, Le Shigi 1351 Nonlinear dynamic behavior of stiffened plate under and Zheng Jijia instantaneous loading R. T. Arenburg and 1357 Analysis of metal—matrix composite structures—l. J. N. Reddy Micromechanics constitutive theory R. T. Arenburg and 1369 Analysis of metal—matrix composite structures—ll. J. N. Reddy Laminate analyses A. Mukherjee 1387 Free vibration of laminated plates using a high-order element J. Y. Kim and C. S. Hong 1395 Three-dimensional finite element analysis of inter- laminar stresses in thick composite laminates xX Contents M. G. Sfakianakis and 1405 Nonlinear finite element for modeling reinforced M.N. Fardis concrete columns in_ three-dimensional dynamic analysis C. C. Baniotopoulos 1421 A contribution to the sensitivity analysis of the sea- bed-structure interaction problem for underwater pipelines H. Fukunaga and 1429 Strength optimization of laminated composites with G. N. Vanderplaats respect to layer thickness and/or layer orientation angle R. C. Kar and T. Sujata 1441 Dynamic stability of a tapered symmetric sandwich beam Y. F. Al-Obaid 1451 The automated simulation of dynamic non-linearity to shot-peening mechanics M. E. M. El-Sayed and 1461 Efficient design sensitivity derivatives for multi-load K. W. Zumwalt case structures as an integrated part of finite element analysis M. E. M. El-Sayed and Optimum structure design with parallel finite element C.-K. Hsiung analysis Chang-Guen Lee and Parameter identification of linear structural dynamic Chung-Bang Yun systems Software Survey Section

See more

The list of books you might like

Most books are stored in the elastic cloud where traffic is expensive. For this reason, we have a limit on daily download.