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Space structures 4

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Información General

Autores: G.A.R. Parke (coord.), C.M. Howard (coord.)
Editores: London: Thomas Telford
Año de publicación: 1993
País: Reino Unido
Idioma: inglés
ISBN: 0-7277-1968-8
Recoge los contenidos presentados a: International Conference on Space Structures (4. 1993).
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Red de Bibliotecas Universitarias (REBIUN)

Esta obra consta de los siguientes volúmenes

Vol. 1
Vol. 2

Listado de artículos

Vol. 1. 1993
- Space structures: a review of the developments within the last decade.
  Z.S. Makowski
  págs. 1-8
- Post-buckling behaviour of perfect and randomly imperfect grid shell structures.
  O Bacco, C. Borri
  págs. 9-15
- Collapse studies of the effects of eccentricity in compression Tee-section chords in double-layer space trusses.
  J.A. Mwakali
  págs. 16-27
- Path-switching in bifurcation analysis by using line search and generalized inverse.
  K.K. Choong, Yasuhiko Hangai
  págs. 28-37
- Multidisciplinary modelling and analysis of aerospace structures.
  K.K. Gupta
  págs. 38-50
- Inelastic buckling in three-dimensional steel structures.
  J.W. Butterworth, M.J. Beamish
  págs. 51-61
- Stability behaviour investigation of braced barrel vaults.
  Du Shougun, Sun Jianheng, Xia Hengxi
  págs. 62-68
- Shape creation and erection of metal space structures by means of post-tensioning.
  L.C. Schmidt, G. Dehdashti
  págs. 69-77
- Stability of a space truss composed of square pyramid units.
  T. Suzuki, T. Ogawa, Y. Tsushima, M. Kimura, H. Kaneko
  págs. 78-88
- Buckling behaviour of space trusses constructed by a bolted jointing
  Y. Taniguchi, T. Saka, Y. Shuku
  págs. 89-98
- Effect of initial imperfections on the buckling of space truss structures.
  F. Trentadue
  págs. 99-107
- Stability analysis of space truss systems under random element imperfections.
  O.M. Sadiq, A.O. Abatan
  págs. 108-115
- A novel soft member for space trusses.
  G.A.R. Parke
  págs. 116-126
- A method to calculate the critical loads of single layer shallow lattice domes with initial imperfections.
  H.L. Zhao, W.M. Huang, C.Q. Zhao
  págs. 127-135
- Combined non-linear analysis of shallow lattice domes using a beam super element.
  I.M. Kani
  págs. 136-146
- Propagation of local buckling in reticulated shells.
  Victor Gioncu, Pietro Lenza
  págs. 147-155
- Geometrically non-linear and experimental studies of single-layer aluminium braced domes.
  Xi-Liang Liu, Yan Zheng
  págs. 156-166
- Study of the elasto-plastic buckling of single-layer domes.
  F. Matsushita, T. Ohya, Y. Mukaiyana, Y. Matsue
  págs. 167-175
- Comparison of buckling loads between single-layer lattice domes and spherical shells.
  I. Mutoh, Shiro Kato
  págs. 176-185
- Space structures and their topographical invariants.
  A. Kaveh
  págs. 186-194
- On parameter investigations of instabilities in reticulated space frames,.
  A. Eriksson, C. Pacoste
  págs. 195-204
- Load-carrying capacity of space trusses under the influence of imperfections.
  M. Tada, K. Wakiyama
  págs. 205-212
- Formulae for grids with warping torsion.
  D.L. Dean
  págs. 213-220
- Interpolation of thermal gradients based on the prescribed average temperature method.
  S. Appel
  págs. 221-228
- Formfinding, analysis and construction of a synclastic curved glass dome.
  M. Mollaert, E. Mas
  págs. 229-236
- Design procedure for large single-layer latticed domes.
  T. Ueki, F. Matsushita, R. Shibata, Shiro Kato
  págs. 237-246
- The design, analysis and fabrication of a glass-reinforced domed structure for use as a flight simulator.
  J.D. Clinton, M. Pagnotta
  págs. 247-255
- A new method for the subdivision of braced domes.
  J. Kolosowski
  págs. 254-264
- An analysis of braced domes.
  V. Quintas, J.M. Avila
  págs. 265-274
- Experimental study of a reticular dome constructed from aluminium alloy sections.
  R.I. Moleva
  págs. 275-282
- Elastic stability of shallow arches.
  H. Matsunaga
  págs. 283-293
- A study of instability mechanisms of reticulated shells and analytical model.
  Ruo Jun Qian, Zu Yan Shen, S.H. Xia
  págs. 293-301
- Non-linear buckling analysis of double-layer latticed domes and application of modal analysis.
  S.E. Han, Haruo Kunieda
  págs. 302-312
- Shape generation and stability analysis of funicular domes.
  S. Rajasekaran, K. Mudumbi
  págs. 313-322
- Stability of braced domes under dynamic loads.
  Sun Jianheng
  págs. 323-330
- A buckling analysis for 3D beams.
  K.M. Hsiao, R.T. Yang
  págs. 331-338
- Some stability aspects of reticulated shells.
  J. Sumec
  págs. 339-348
- Load-bearing capacity of square-on-square double-layer braced domes.
  T. Saka, Y. Taniguchi, H. Konishi
  págs. 349-358
- Comparison of the behaviour of three types of braced domes.
  P.D. Pakandam, B. Sarshar
  págs. 359-368
- Large space frames recently constructed in diamond truss and Tomoe Unitruss systems.
  H. Kato, T. Kawazoe, I. Kubodera, F. Matsushita
  págs. 369-377
- The design and construction of the domes for the Cairo stadium.
  S. Srinivasan, A. Ayoub, A. Elsherif
  págs. 378-386
- Experimental study on the ultimate strength of single-layer reticular domes.
  R. Shibata, Shiro Kato, S. Yamada, T. Ueki
  págs. 387-395
- Experiment and numerical analysis of the buckling of a single-layer latticed dome.
  M. Fujimoto, T. Saka, K. Imai, T. Morita
  págs. 396-405
- Non-linear dynamic analysis of roof trusses connected by rigid, pinned and semi-rigid joints.
  S.L. Chan, P.P.T. Chui
  págs. 406-412
- A method to determine dynamic response of truss structures during sudden consecutive member failure.
  Ramesh B. Malla, B. Wang
  págs. 413-422
- Natural frequencies of rotationally or linearly repetitive space frames.
  F.W. Williams, D. Kennedy, L.M. Song, K. Jemah
  págs. 423-431
- The modal analysis of a unit building block for a 5.0 m deployable antenna for space applications.
  P. Fanning, L.H. Hollaway
  págs. 432-441
- The reliability and sensitivity of space truss structures under time-variable loads.
  P. Sniady, S. Zukowski
  págs. 442-451
- New knowledge of the fatigue behaviour of steel structures and especially of hollow section structures under different load spectra.
  O. Bucak, F. Mang
  págs. 452-465
- Dynamic buckling behaviour of single and double layer latticed domes due to vertical earthquakes motions.
  K. Ishikawa, Shiro Kato
  págs. 466-475
- Seismic design of double-layer space grids and their supports.
  A.S. Karamanos, S.A. Karamanos
  págs. 476-484
- Comparative investigation of the fatigue behaviour of uniplanar and multiplanar K-joints with gap.
  O. Bucak, F. Mang, S. Herion
  págs. 485-496
- Earthquake-strain constrained design for large space frames.
  Tsuneyoshi Nakamura, Makoto Ohsaki
  págs. 497-506
- Dynamic stability of spherical domes subject to earthquakes.
  Haruo Kunieda
  págs. 507-516
- Mine shaft tower structure to accommodate rock movement.
  G.J. Krige, D. Devy
  págs. 517-525
- A simple estimation of free vibration behaviour of latticed cylindrical panel structures.
  S. Yamada, A. Takeuchi
  págs. 526-534
- Vibration analysis of cylindrical curved panels using Kantorovich integral method.
  H.A. Hadid, D.A. Hasson
  págs. 535-544
- Dynamic behaviour of cooling towers with initial imperfections.
  M. Pirner, J. Naprstek, T. Horyna
  págs. 545-554
- Lack of fit as a design parameter of double-layer grids.
  U.R. Madi
  págs. 555-562
- Double-layer space structures of laminated timber tubular members.
  Javier Estévez-Cimadevila, J. Pablos, Santiago Muñiz Gómez, Manuel J. Freire-Tellado, R. Vázquez, Javier Álvarez Pablos
  págs. 563-572
- Double-layer bamboo space structures.
  Khosrow Ghavami, L.E. Moreira
  págs. 573-582
- Cylindrical bending of square-on-square triple-layer grids.
  C. Aldea, M.V. Soare
  págs. 582-592
- Design against member collapse in double-layer space grids.
  R.I. Petersen, N. Rosenberg
  págs. 593-601
- The aerodynamic advantages of a double-effect large-span suspension bridge under wind loading.
  C. Borri, P. Spinneli, Massimo Majowiecki
  págs. 602-613
- On the performance of double-layer square-on-square grids.
  S.A. Razwan, A.A. Bhatti
  págs. 614-621
- The concept of basic modules and its applications to lateral analysis of high-rise buildings.
  M. Grigorian
  págs. 622-630
- Collapse patterns for double-layer grids.
  U.R. Madi, A. El-Tayem
  págs. 631-639
- Space truss structural integrity.
  Erling Murtha-Smith, S.F. Leary
  págs. 640-648
- Geometric and material non-linear analysis of latticed shells of negative Gaussian curvature.
  Na Wang, Xin Chen, Shi-Zhao Shen
  págs. 649-655
- Non-linear analysis and experimental study of bamboo roofing sheets.
  Q. Yang, H.L. Zhao, Q.G. Song, S.J. Hwang
  págs. 656-664
- The non-linear behaviour of large space bar and beam structures.
  M. Vasek
  págs. 665-673
- Using cyclic symmetry to analyse space structures.
  G.A.R. Parke
  págs. 674-682
- An introduction to the fire analysis of double-layer grids.
  A. Yarza, P. Cavia, G.A.R. Parke
  págs. 683-692
- Qualification analysis of a new structural system.
  Raffaelle Landolfo, Federico M. Mazzolani, E. Ventrella
  págs. 693-702
- Dynamic behaviour of slender tubular members of space structures under wind loading.
  Iñaki Aranburu, P. Cavia
  págs. 703-714
- General theory and numerical analysis of single- and double-layer pin-jointed space grids.
  J. Szabo, T. Tarnai
  págs. 715-722
- Dynamic behaviour of a non-symmetrical space structure TV tower.
  M. Pirner, O. Fischer
  págs. 723-729
- Investigations on a 220 kV cold-formed latticed transmission tower.
  N. Subramanian
  págs. 730-739
- Design of hybrid microwave towers
  P.R. Natarajan, K. Muralidharan, S.J. Mohan
  págs. 739-746
- Influence of secondary bracings on the stability of towers
  K. Muralidharan, P.R. Natarajan, S.J. Mohan
  págs. 747-754
- A method for the calculation of lateral deflections of lattice towers.
  J.J. Cao, A.J. Bell
  págs. 755-765
- Transient dynamic analysis of hyperbolic cooling towers.
  P. Pericha
  págs. 766-771
- Development of a self-deployable structural element for space truss applications.
  D. Neogi, C.D. Douglas
  págs. 772-783
- Foldable ring structures.
  S. Pellegrino, Z. You
  págs. 783-792
- Geometric constraints in assembling polygonal deployable units to form multi-unit structural systems.
  C. Gantes
  págs. 793-803
- Expandable domes with incorporated roofing elements.
  Juan Pérez-Valcárcel, Félix Escrig Pallarés, Emilio Martín Gutiérrez
  págs. 804-812
- Numerical analysis for folding of space structures.
  Ken-ichi Kawaguchi, Yasuhiko Hangai, K. Nabana
  págs. 813-823
- Configuration studies of foldable structures.
  W. Shan
  págs. 824-832
- The use of shape memory alloys in space structures, either as an actuator or as a passive damping element.
  W. van Moorleghem
  págs. 833-842
- Design and performance of the octahedral deployable mast.
  A.S.K. Kwan, S. Pellegrino
  págs. 843-852
- New spatial structures by innovative application of existing materials.
  R. Nijsse
  págs. 853-861
- Wide-span structures using fire- and corrosion-resistant steel.
  T. Ono, M. Iwata, E. Nagai, T. Okagawa, K. Nishio
  págs. 862-870
- The manufacture of steel structures for large-span structures.
  E.P. Lukianenko, G.G. Bondarenko
  págs. 871-877
- Cable-supported space frame roof structures.
  P. Kneen
  págs. 878-886
- Studies of the evolution of prestressing forces in members of large-span suspended structures.
  E. Craila
  págs. 887-891
- The theory of suspended cable roofs.
  J. Kadlcak
  págs. 892-897
- Statics of tent structures.
  D. de Tommasi, S. Marzano, M.D. Piccioni
  págs. 898-906
- Mathematical formulae as a medium for shaping membrane forms.
  W.J. Lewis
  págs. 907-915
- Design construction and maintenance of air-supported membrane structures in the UK.
  I.P.T. Firth
  págs. 916-926
- Anticlastic membrane correlation of form, prestress and behaviour.
  G.G Schierle, M. Yin
  págs. 927-934
- Experimental studies on the flutter behaviour of membranes in a wind tunnel.
  H. Minami, Y. Okuda, S. Kawamura
  págs. 935-945
- The overlapping membrane structures of Ephesos and Carnuntum.
  D.S. Hoppe
  págs. 946-952
- A numerical method of optimum design analysis for cable assemblies.
  Y. Namita, H. Nakanishi
  págs. 953-962
- Investigation on the non-linear static and dynamic response of cable-stayed and suspension bridges.
  L. Gao
  págs. 963-971
- A simulation of cable-dome construction.
  P. Labossiere, S. Leblanc
  págs. 972-980
- Non-linear seismic response of saddle form cable-suspended roofs.
  F. Jiashen, F. Weishui
  pág. 981
- Developments in tensegrity systems: an overview.
  A. Hanaor
  págs. 987-997
- Absolute minimal self-tensioning configurations.
  D.G. Emmerich
  págs. 998-1007
- Analysis of the properties of integrally tensioned tensegrity domes.
  M. Nestorovic
  págs. 1008-1016
- Shape of tensegrity frames with an optimum rigidity.
  Pei Shan Chen, Masaru Abe, Mamoru Kawaguchi
  págs. 1017-1026
Vol. 2. 1993
- Exploring configuration processing
  H. Nooshin, D. Hadker
  págs. 1033-1043
- An application of formex configuration processing in space structures.
  T. Oshiro, C. Yamamoto, Y. Kishimoto
  págs. 1044-1052
- Resitition functions in Formian.
  S. Yamada
  págs. 1053-1061
- A comparative study of space structures produced using Kenner retronorms.
  G.M. Hammoud, M.R. Khalil, O. El-Labbar
  págs. 1062-1071
- A formex approach to substructuring.
  S. Maaleek
  págs. 1073-1084
- An approach for generation of geodesic forms.
  H. Nooshin, D. Tzourmakliotou
  págs. 1085-1096
- The formation of polyhedra by the rotation of polygons.
  Pieter Huybers
  págs. 1097-1108
- Structural performance of clustered rhombic dodecahedral buildings.
  B.T. Rosson, Alexander Maller, R.K. Faller
  págs. 1109-1117
- Dimpled single-layer geodesic shells.
  C.J. Kitrick
  págs. 1118-1127
- Calculation of geometrical parameters and projection of geodesic domes and shells based on the network subdivision of the system D.
  G.N. Pavlov
  págs. 1128-1137
- The Tetraktys of Polyhedra.
  R. Meurant
  págs. 1138-1147
- Morphological aspects of spatial structures requiring formfinding processes.
  R. Motro
  págs. 1148-1159
- A non-conventional description of complicated space structures.
  J.B. Obrebski
  págs. 1160-1168
- Initial shape generation for membrane structures.
  N. Yamada
  págs. 1169-1175
- Geodesic domes and golf balls.
  T. Tarnai
  págs. 1176-1184
- Form generation and patterning procedures for tensioned membrane structures.
  P. Kneen
  págs. 1185-1193
- Forms and structures generated by identical elements.
  A. Lobel
  págs. 1194-1201
- Computer-generated transformations of geodesic spheres.
  H. Lalvani, N. Katz
  págs. 1202-1212
- A modified method of automatic data generation.
  M.H. Osman
  págs. 1213-1220
- A natural generator of optimum topology of a space frame for specified fundamental frequency.
  Makoto Ohsaki, Tsuneyoshi Nakamura
  págs. 1221-1230
- Efficient faceted surface structures.
  T. Wester
  págs. 1231-1239
- Structural models as design and education tools for space structures.
  G.G Schierle
  págs. 1240-1249
- Computer-based modelling of space structures with the program KONDAR.
  J. Sánchez Álvarez
  págs. 1250-1257
- SFCAD and its applications.
  F. Chu
  págs. 1258-1267
- Computerized shape generation of shells.
  I. Vizotto, V. Arcaro, F. Iguti
  págs. 1268-1274
- A reduction method for the solution of large sets of equilibrium equations.
  F. Suto
  págs. 1275-1284
- Linked interactive graphic software addressed to static and dynamic analysis of 3D structural systems.
  Massimo Majowiecki, R. Travisan
  págs. 1285-1294
- Computer-aided design of reticular space structures with random behaviour elements.
  A. La Tegola, Luciano Ombres, C. Pecora
  págs. 1295-1304
- DacsIIs network for supporting design, analysis, construction and manufacturing of space frames.
  Y. Yamaoka, K. Imai, T. Morita, K. Wakiyama, Y. Yuasa
  págs. 1305-1313
- Numerical simulation of elastic-plastic buckling behaviour of a reticular dome.
  H. Takashima, Shiro Kato
  págs. 1314-1322
- Tangent stiffness matrix for space frame members with both member and joint imperfections.
  F.A. Fathelbab
  págs. 1323-1333
- Application of group theory to the analysis of space frames.
  A. Zingoni, M.N. Pavlovic, D. Lloyd-Smith, G. Zlokovic
  págs. 1334-1347
- Reliability analysis of space structural systems.
  R.A. Al-Geroushi, G.M. Hammoud
  págs. 1348-1353
- An alternative finite-element formulation for spatial beams and truss structures.
  F. Kasza
  págs. 1354-1364
- Simplified analysis of a space grid roof system.
  N.G. Bhagavan, N. Gopalakrishnan
  págs. 1365-1373
- The KT space truss system.
  K. Imai, T. Morita, Y. Yamaoka, K. Wakiyama, S. Tsujioka
  págs. 1374-1382
- The first 10 years of the CUBIC space frame.
  L.A. Kubik
  págs. 1383-1391
- Space deck barrel vault to the Bentall Centre, Kingston upon Thames.
  S.C. Baird, N.L. James, J.E. Shotton
  págs. 1392-1399
- PolyFrame: the system solution space structures.
  D.L. Richter
  págs. 1400-1408
- MERO glass envelopes.
  H. Eberlein, W. Kemmer
  págs. 1409-1416
- Development and projects of the NS space truss system.
  M. Iwata, K. Kamiyama
  págs. 1417-1426
- Space frame roof and pylons of the Olympic swimming centre and sports hall in Athens.
  A. Kliem
  págs. 1427-1436
- A circular hanging roof in Sala.
  J. Postulka
  págs. 1437-1442
- The laboratory for Schlumberger Cambridge Research Ltd: first floor and roof grillage design and construction.
  M. Dickson, S.J. Gregson
  págs. 1443-1451
- Space frame supported membrane structures.
  A. Kliem
  págs. 1452-1461
- Styling dome for the Chrysler Technology Center.
  J.D. Clinton
  págs. 1462-1468
- New developments of space structures in China.
  T.T. Lan
  págs. 1469-1477
- Design extension of a multi-purpose hall.
  M.I. Rozvan, M.V. Soare
  págs. 1478-1482
- Design and construction of a 1/30 scale model of the Palasport in Bologna.
  R. Zarri, L.J. Taskov, D. Jurukovski, M. Bojadziev
  págs. 1483-1491
- Structural solutions with cold-formed profiles for double and single layered grids.
  Dan Dubina
  págs. 1492-1500
- Imagination versus reality in space frame design.
  J. Kleprlik, I. Collins
  págs. 1501-1509
- Development and testing of the CUBIC composite floor.
  K.W. Thompson, L.A. Kubik
  págs. 1510-1517
- Composite double-layer bridge-grids.
  M. Ashraf, M.A. Javied, Z. Ali
  pág. 1518
- Automation in construction of shells, space, multi-storey, super high-rise and extra-terrestrial structures.
  D.N. Bini
  págs. 1526-1536
- Space structures in The Netherlands since 1984.
  J.M. Gerrits
  págs. 1537-1544
- The space structures of CNRSM in Brindisi.
  C. Dentamaro, N. Devenuto, Mauro Mezzina
  págs. 1545-1553
- A review of space structures in Greece.
  G.M. Hadjistergiou
  págs. 1554-1556
- Lightweight structures in Argentina.
  P.D. Reissig
  págs. 1557-1564
- Design of hybrid space structures for large spans.
  H. Klimke, C. Stutzki
  págs. 1565-1571
- Development and application of the composite space truss in China.
  Dong Shilin, Xia Hengxi
  págs. 1572-1580
- Space structures used in the construction of large-span roofs and tall buildings.
  J. Rebielak
  págs. 1581-1590
- Large-span concrete shelters.
  M. Ashraf, A. Mansoor
  págs. 1591-1599
- A multi-hypar roof in Ness-Tziona, Israel.
  M. Paz-Ner
  págs. 1600-1603
- Developments in cold-formed space structures.
  J.C. Chapman, D. Buhagier, P.J. Dowling
  págs. 1604-1612
- Preliminary tests on timber pole wire laced steel node space structures.
  D.R. Griffiths, T.R.N. Wood
  págs. 1613-1622
- Conceptual design of space grids in industrial buildings.
  Hao Zou
  págs. 1623-1630
- Some design aspects of 45 m diameter antennas for a giant metrewave radio telescope.
  B. Janardan, M.K.S. Yogi, G. Swarup, S.C. Tapde
  págs. 1631-1639
- An investigation into the possibility of a composite space truss bridge.
  W.M. Sebastian, R.E. McConnel, P.R. Head
  págs. 1640-1649
- Approximate expressions for the stresses in the boundary zone of spherical shells.
  K. Kunieda, Y. Kohno
  págs. 1650-1659
- Influence of curvilinear non-homogenity and volumentary changes of the coupled problems of reinforced concrete shells.
  J. Kaiser, J. Sumec, V. Kameneckij
  págs. 1660-1667
- A modern design concept to increase durability and safety of natural draught cooling towers.
  W.B. Kratzig, K. Gruber
  págs. 1668-1677
- Co-operation of structural plates and shells.
  U.A. Tarno
  págs. 1678-1685
- Solution procedures for non-linear stability analysis of shallow shells.
  S.I. Trushin, A.S. Ivanov
  págs. 1686-1693
- The ultimate carrying capacity of imperfectly stiffened panels subjected to axial load.
  G. Yanlin, J. Lindner
  págs. 1694-1702
- Hyperbolic paraboloid reticulated shell roof structure for a gymnasium.
  T.T. Lan, J. Zhao
  págs. 1703-1709
- Expandable structure for the Venezuelan Pavilion at Expo '92.
  C.H. Hernández, W. Zalewski
  págs. 1710-1719
- Defects in the fabrication and erection of 3D structures with spherical nodes.
  D. Dakov, S. Tchukanov
  págs. 1720-1725
- Theoretical analysis of the sheet space structure system and engineering practices.
  H.L. Zhao, X.M. Cao, M.Q. Qian, Q. Yang, J. Ma, C.Q. Zhao
  págs. 1726-1734
- Efficient optimum design of structures.
  E. Salajegheh
  págs. 1735-1745
- Minimum costs configurations for steel space trusses.
  J.O. Surtees, P.S. Fashole-Luke
  págs. 1746-1755
- An expert system for discrete optimization of space trusses.
  J. Niczyj, Witold M. Paczkowski
  págs. 1756-1765
- Optimization of CUBIC space frame structures.
  S. Shanmuganathan, L.A. Kubik
  págs. 1766-1773
- Weight minimization of non-linear three-dimensional frames with a buckling constraint.
  C.W. Martin, H.H. Lim
  págs. 1774-1783
- Optimization of shallow network domes.
  G.W. Duda
  págs. 1784-1791
- Recent applications and development of steel space structures with welded hollow spherical joints in China.
  Xi-Liang Liu
  págs. 1792-1801
- Greater flexibility in design with new rigid space frame connection.
  J. Parsons
  págs. 1802-1810
- Joint stresses in steel frame space structures.
  J.E. Gibson
  págs. 1811-1819
- Diaphragm-stiffened multiplanar tubular joints for retractable roofs.
  Y. Makino, Yoshiaki Kurobane, M. Takagi, A. Hori
  págs. 1820-1830
- Space truss testing.
  E. Murtha-Smith, S.H. Hwang, Y.H. Chou
  págs. 1831-1840
- Ductile truss structures and scaled model experiments.
  H. Mukai, A. Wada, A. Watanabe, M. Iwata
  págs. 1841-1850
- Experimental analysis of stresses in the members of a sports hall roof structure.
  V. Radianov
  págs. 1851-1857
- Theoretical and experimental study on the structural system of a long-span hangar.
  Xi-Liang Liu, Jianjun Ye
  págs. 1858-1867
- Static model tests on long-span twin-fan-shaped space frames for retractable roofs.
  A. Hori, A. Wada, Y. Makino
  págs. 1868-1878
- An experimental study of plane tubular trusses with two different welded joints.
  J. Filipkowski, A. Krysztoforski
  págs. 1879-1884
- The V-system braced barrel vault.
  N. Balut
  págs. 1885-1891
- Structural design of a large-scale steel latticed vault.
  S. Konomi, S. Maehara
  págs. 1892-1900
- Repair and rehabilitation of a historic masonry barrel roof structure.
  M.W. Fantozzi
  págs. 1901-1910
- The Unistrut space frame for the main stadium roof of the Sha Alam sports complex, Selangor, Malaysia.
  S.C. Hsiao, D. Majkic
  págs. 1911-1919
- Experimental study of the behaviour of typical space frame joints.
  A.I. El-Sheikh, R.E. McConnel
  págs. 1920-1928
- High-rise space frames: effect of configuration on lateral drift.
  Cheng-Yu Ho, G.G Schierle
  págs. 1929-1937
- Domes of radial beam type for circular unheated buildings.
  I.V. Molev
  págs. 1938-1945
- A prefabricated long-span plywood/timber hyperbolic paraboloid in Dublin.
  D. Tully
  págs. 1946-1954
- Thin shells for space station and lunar station using gas-supported forms.
  A. Wilson, P. Aalipour
  págs. 1955-1960
- Large-span steel structures constructed by prestraining methods.
  S. Nakashima, S. Igarashi, K. Inoue, Y. Hashimoto, E. Kato
  págs. 1961-1970
- Space frames and shopping malls.
  A.H. Noble
  págs. 1971-1979
- A quasicrystal for Denmark's COAST.
  E. Reitzel, T. Robbin
  págs. 1980-1987
- Starman: a space sculpture.
  I.P. Lew, E. Ling, L. Petrella, R. Grant
  págs. 1988-1996
- Modular space frame structures.
  Félix Escrig Pallarés, Juan Pérez-Valcárcel
  págs. 1997-2006
- Extending Le Corbusier's modulor.
  A. Cattan
  págs. 2007-2015
- Advanced glass space structures.
  M. Eekhout
  págs. 2016-2024
- The architectural potential of polyhedra.
  J.F. Gabriel
  págs. 2025-2032
- Architectural and structural investigations of a reinforced concrete space sheath.
  B.S. Benjamin
  págs. 2033-2041
- Geometry of the spatial folded form.
  O.L. Tonon
  págs. 2042-2052
- Circular space trusses.
  R. Meurant
  págs. 2053-2062
- From snow crystals to space enclosure systems: implementing the future of architecture.
  P.J. Pearce
  págs. 2063-2073

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