search for books and compare prices
Tables of Contents for Tubular Structures X
Chapter/Section Title
Page #
Page Count
Preface
xi
Publications of the previous symposia on tubular structures
xiii
Organisation
xv
Acknowledgements
xvii
Kurobane lecture
Whither tubular structures research?
3
12
J.A. Packer
Papers in plenary sessions: Applications - bridges
Bridge over the Llobregat river (Barcelona, Spain) and bridge over the Escudo river (Cantabria, Spain)
15
6
J. Manterola, M.A. Gil & A. Martinez
Two tubular arch bridges
21
4
J. Manterola, M.A. Gil & J. Muñoz-Rojas
The "Ronda de la Hispanidad" pedestrian bridge in Zaragoza (Spain)
25
8
M.A. Astiz, J. Manterola & M.A. Gil
A cable-stayed pedestrian bridge in Madrid (Spain)
33
8
M.A. Astiz, J Manterola & M.A. Gil
Pedestrian bridges in Spain and the Milwaukee Art Museum (USA): Some examples of engineering and architectural design with steel hollow sections
41
8
S. Hernández
Use of tubular truss for the design of twin composite viaducts at Echevarri Overpass, in vitoria, Spain
49
6
S. Sain, S. Uria, E. Mirambell & M.A. Ortiz de Landaluce
Welded circular hollow section (CHS) joints in bridges
55
10
U. Kuhlmann, H-P. Günther R. Saul & M.-U. Häderle
Papers in plenary sessions: Applications - roofs
Roof structure to the new multi-purpose arena in the Casa de Campo Park of Madrid
65
6
J. Martinez Calzón
Main roof structures in the extension and remodelling of the Valencia Exhibition Centre (Spain)
71
4
J. Martinez Calzón & G. Ladrón de Guevara
An oval design. A new proposal and a new methodology
75
10
F. Escrig & J. Sánchez
The analysis of a great roof and the design criteria
85
8
F. Escrig, J. Sanchez & E. Vazguez
The roof of the International Solar Center in Berlin - When engineers take control
93
6
M. Friedrich & P. Saradshow
Steel structure in Bilbao Exhibition Centre
99
8
F. del Campo, J. Ausin, N. Castañeda, F. Vea, J. Gómez del Campo & L. Bujan
Single-layered space frame dome on the top of the Friesland Bank in Leeuwarden, The Netherlands
107
8
M. Eekhout
Roofs for covering large spans consisting of space structures
115
14
J. Martinez Apezteguia
Papers in plenary sessions: cast nodes, fire
To cast or not to cast
129
6
P.C. Glijnis & J. Crommentuyn
Cast steel in tubular bridges - new applications and technologies
135
8
M. Veselcic, S. Herion & R. Puthli
Cast steel joints for tubular structures
143
10
H. Schober
The effects of local buckling on the effective length of rotationally restrained concrete filled tubular columns in fire
153
8
Y.C. Wang & J.M. Davies
Swiss Re building, London - fire resistance of tubular steel structure
161
8
G.B. Faller & A. Ferguson
Papers in plenary sessions: Applications - miscellaneous
Some applications of tubular construction in Spain
169
6
M. Petersen
Manufacturing experience of tubular structures formed by curved tubes
175
8
B. Grahn, J. Müglitz & V. Burgstallen
Static, joints
Chord pre-load effect on thick-walled CHS X -joints under moment loading
183
6
X.D. Qian, Y.S. Choo & J.Y.R. Lieve
Testing of flattened-end tube stubs
189
8
K. Dale, P. Grundy & X.-L. Zhao
The strength of multiplanar KK-joints of square hollow sections
197
10
D.K. Liu & J. Wardenier
RHS K joints with b/t ratios and gaps not covered by Eurocode 3
207
10
O. Fleischer & R. Puthli
Investigation on hidden RHS-joint connections under tensile loading
217
10
S. Willibald, R.S. Puthli & J.A. Packer
The capacity of cold-formed rectangular hollow section K-gap joints
227
8
T Björk, G. Marquis, R. Kemppainen & R. Ilvonen
Pre-qualification of groove welded connections between equal-width RHS
235
10
L.H. Teh & K.J.R. Rasmussen
Strength estimation of offshore ring-stiffened DT joints
245
8
M.M.K Lee & A. Llewelyn-Parry
Static strength of elliptical hollow section X -joint under brace compression
253
6
Y.S. Choo, J.X. Liane & L.V. Lim
Testing and modelling of welded joints between elliptical hollow sections
259
8
F. Bortolotti, J.P. Jaspart, C. Pietrapertosa, G. Nicaud, P.D. Petitjean, JP. Grimault & L. Michard
Members
Torsion tests on small and large-scale RHS with circular wall cut-outs
267
10
D.J. Ridley-Ellis, J.S. Owen & G. Davies
An assessment of the rotation capacity required by structural hollow sections for plastic analysis
277
8
B. Gil, J.M. Cabrero, R. Goñi & E. Bayo
Measuring imperfections in hollow sections
285
8
K. Wood & T. Wilkinson
Recommendations for cold-formed RHS in bending and compression
293
10
T. Wilkinson
Fatigue
The fatigue behaviour of diamond bird beak T -joints
303
8
R. Keizer, A. Romeijn, J Wardenier & P.C. Glijnis
Fatigue behaviour of welded thin cold-formed CHS-CHS T -joints under in-plane bending
311
10
E.R. Mashiri, X.L. Zhao & P. Grundy
Fatigue behaviour of welded thin CHS-plate T -Joints under in-plane bending
321
8
F.R. Mashiri, X.L. Zhao & P. Grundy
Advanced SCF formulae for simple and multi-planar tubular joints
329
10
P.A. Smedley
Fatigue behaviour of improved tubular bridge joints
339
8
S. Walbridge, A. Nussbaumer & M.A. Hirt
Estimation of stress intensity factors of weld toe surface cracks in tubular K -joints
347
10
S.T. Lie, S.P Chiew, C.K. Lee & Y.B. Shao
Fatigue behaviour of cast steel nodes in bridge structures
357
8
S. Sturm, A. Nussbaumer & M.A. Hirt
Fatigue behaviour of welded CHS bridge joints: emphasis on the effect of size
365
10
A. Schumacher, A. Nussbaumer & M.A. Hirt
Fatigue analysis of square-to-square tubular T -joint with surface crack
375
10
S.P. Chiew, S.T. Lie, C.K. Lee & H.L. Ji
Beam-column connections
Behaviour of steel H-shaped-beam-to-hollow-column connection with horizontal haunch and its optimum length
385
10
N. Tanaka & Y. Sawamoto
The performance of a new blind-bolt for moment-resisting connections
395
6
W. Tizani & D.J Ridley-Ellis
The use of fast-fit connections for beam to tubular column joints
401
8
A.H. Orton
Brittle fracture of beam-column welded joints containing defects - significance of crack tip constraint
409
10
K. Dale, Y. Kurobane, K. Azuma & T. Iwashita
Full-scale testing of beam-to-column connections with partial joint penetration groove welded joints
419
10
K. Azuma, Y. Kurobane, K. Dale & Y. Makino
Tubular column to H-beam connections without diaphragms
429
10
T. Kamba, C. Taclendo & H. Namba
Fully restrained beam-to-RHS column connections with improved details
439
8
Y. Kurobane, K. Azuma & Y. Makino
Flexural behaviour of H section beam webs connected with hollow section columns
447
10
T. Tamka & M. Tabuchi
Behaviour of SHS column to beam end plate connection with high strength bolts
457
8
H. Namba, M. Tabuchi, T. Tanaka, T. Harada, A. Fukuda, K. Furumi & T. Morita
Finite element methods
Numerical models for bolted RHS flange-plate connections under tensile loading
465
10
S. Willibald, J.A. Packer & R.S. Puthli
Quantifying the yield loads, strain hardening and membrane action contributions for hollow section connections
475
10
N. Kosteski, J.A. Packer & R.S. Puthli
FE modelling of tube nodes and comparative strain measurements
485
6
S. Keitel, B. Kranz & J. Müglitz
Investigations on simplified modelling of framework collapse analyses with non-linear joint behaviour
491
10
W. Pan, S.B. Leen & T.H. Hyde
On the definition of a material model for finite element analysis of cold-formed structural hollow section K -joints
501
4
T. Björk, G. Marquis, R. Kemppainen & R. Jlvonen
Finite element analysis of buckling behaviour of steel tubes under axial and lateral loads
505
6
E. Yamaguchi, H. Nagamatsu & Y. Kubo
Explicit FE simulations of large-scale tests on beam-to-RHS column connections
511
10
G.J. van der Vegte & Y. Makino
Concrete filled tubes
Seismic-resistant capacity of multistorey frames with CFT truss girders
521
12
A. Kawano, H. Nejime & K. Kuma
Weight falling tests on the rock-shed composed of CFT members
533
10
K. Maegawa, H. Yoshida, T. Fujii, H. Shiomi & K. Ohmori
Capacity to carry static load at the corner joints of a rigid frame with concrete-filled circular steel pipes
543
10
N. Horichi, T. Yoda, S. Katuo & T. Hosaka
Elasto-plastic behavior of concrete-filled steel tubular columns
553
8
T. Ishizawa & M. Jura
Seismic design and ductility issues in concrete-filled steel tubular structures
561
10
I.H.P. Mamaghani & J.A. Packer
Trusses, Frames
An efficient and direct method for buckling analysis of tubular steel frame structures
571
6
A. Loureiro & E. Bayo
An analysis method of moment-resistant frames taking account of local buckling of RHS columns
577
8
A. Kawano, M. Kuge & H. Tanaka
Load-carrying capacity of a new type of lattice tubular column
585
8
L.W. Tong, H.Z. Zheng, Y. Chen, Z.Y. shen & Y.J. Chen
CIDECT President's student award papers
Tube-in-tube spliced connections with stainless steel nails
593
8
M. Lecce
Study of the behaviour of welded joints composed of elliptical hollow sections
601
8
C. Pietrapertosa & J.-R Jaspart
The behaviour of hollow section connections under seismic loading
609
12
S.K. Hall
Author index
621