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Civil-Comp Proceedings
ISSN 1759-3433
CCP: 48
INNOVATION IN CIVIL AND STRUCTURAL ENGINEERING
Edited by: B.H.V. Topping and M.B. Leeming

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Preliminaries
1HISTORICAL PERSPECTIVES ON INNOVATION  
1.1 The Development of the Beam
R.J. Grew
1
1.2 On the Shoulders of Giants
F.E. Griggs
9
1.3 To Innovate or Not? A Nineteenth Century Overview using Jesse Hartley as a Case Study
A. Jarvis
21
1.4 Job Number 37, More than an Early Blueprint: Prince's Jetty, Liverpool and its Place in the History of Reinforced Concrete Engineering Innovation
K.G. Smith and A.E. Jarvis
29
1.5 Reinforced-Concrete through Arch Bridges in Japan
J. Konishi and S. Baba
35
1.6 The Concrete Work of the LMS NCC Northern Ireland
M.H. Gould
41
2FORM: ARCHITECTURALAND STRUCTURAL SPACES  
2.1 The Generation of Bone-like Forms using Analytic Functions of a Complex Variable
E.A.O. Nsugbe and C.J.K. Williams
47
2.2 Polyhedra: Space and Structure
J.F. Gabriel and I. Markov
53
2.3 The Processing of Complex or Hybrid Textile Structures
M. Mollaert
63
3SPACE STRUCTURES  
3.1 Architectural Visualisation of Structural Innovations
O. Vanggaard
71
3.2 Prismoidal Structures
P. Huybers
79
3.3 Deployable Structures
C.H. Hernandez
89
3.4 Large-Span Complex Space and Spatial Structures
U.A. Tarno
99
4REINFORCED CONCRETE STRUCTURES  
4.1 The MFP System of Corrosion Inhibition for Reinforced Concrete
M.D. Haynes and B. Malric
105
4.2 Punching Shear Analysis of Edge Slab-Column Connections
J.L.P. Melges, L.M. Pinheiro and F.R. Stucchi
113
4.3 Ultimate Capacity of High Performance Concrete Columns under Axial Load
F.B. Lima, J.S. Giongo and L.M. Pinheiro
125
4.4 Membrane Effects in Reinforced Concrete Frames - A Proposal for Change in the Design of Framed Structures
A.W. Beeby and F. Fathibitaraf
135
4.5 RC Coupled Shear Wall Structures: Single and Multiple Bands of Openings
N.K. Subedi, A.K. Marsono and G. Aguda
147
4.6 A Novel Approach to Lower Bound Moment Fields for the Design of Flat Plates and Flat Slabs
D.H. Clyde
161
4.7 Computer-Automated Design based on Structural Performance Criteria
G.M. Barsan and M. Dinsoreanu
167
4.8 Nonlinear Strut-Tie Model Approach and its Application Tool for Analysis and Practical Design of Structural Concrete
Y.M. Yun
173
4.9 Creep Induced Moment Redistribution in Reinforced Concrete Structures
F.A. Ali and P.J.B. Morrell
183
5STEEL STRUCTURES  
5.1 Plastic Design of Steel Beams in Torsion
N.S. Trahair and Y.-L. Pi
193
5.2 Bending Resistance of Steel I-Beams Restrained by U-Frames
E.J. Jeffers
201
5.3 Optimum Shape Design of Cold Formed Thin Walled Steel Sections
S. Al-Mosawi and M.P. Saka
215
6TIMBER STRUCTURES  
6.1 Improving the Ductility of Timber Joints by the Use of Hollow Steel Dowels
Z.W. Guan and P.D. Rodd
229
7DESIGN OF SPECIAL STRUCTURES  
7.1 Recent Developments in Highway Sign and Signal Gantries
P. Tatlow
241
7.2 Efficient Analysis and Design of Down-Aisle Pallet Rack Structures
M.H.R. Godley, R.G. Beale and X. Feng
249
8DESIGN OF BRIDGES AND DECKS  
8.1 Innovative Continuous Prestressed Concrete Bridge Deck Sub-Panel
S.S. Badie, M.C. Baishya and M.K. Tadros
259
8.2 Serviceability Limit State - Crack Width Calculation of Existing Deck Slab of a Jetty Berth by using Finite Element Analysis
K. Nag
275
9ANALYSIS AND DESIGN OF ARCH BRIDGES  
9.1 Mass Concrete Arches
C. Melbourne and S. Njumbe
285
9.2 Skew Arch Bridges
P.J. Wade
293
9.3 The Effect of Material Stiffness upon the Modal Characteristics of Arch Bridges
A. Bensalem, C.A. Fairfield and A. Sibbald
301
10DESIGN LOADINGS  
10.1 Human Induced Loading of Flexible Staircases
S.C. Kerr and N.W.M. Bishop
311
11RE-DESIGN, RENOVATION AND REPAIR  
11.1 The Assessment and Strengthening of Puente Duarte Suspension Bridge
H.R. Hobbs and M.J. Taylor
319
11.2 Design and Construction of a Structurally Independent Stack Extension
H.I. Epstein and G. Torello
331
12MEMBRANE AND CABLE STRUCTURES  
12.1 Analysis of Structures which Include Cables and Fabrics
A. Recuero and J.P. Gutierrez
341
12.2 Evaluation of Dirt-Repellent Property of Coated Fabrics for Membrane Structures
H. Toyoda
347
13TESTING OF PROTOTYPE STRUCTURES  
13.1 Instability of Tube-Stiffened Prolate Domes under Uniform External Pressure
C.T.F. Ross
353
13.2 Use of a Profiled Lead Layer to Reduce Load Transfer Onto Masonry
M.K. Sahota and J.R. Riddington
361
13.3 Loading Tests and Monitoring of Bridges
L. Fryba and M. Pirner
367
13.4 Collapse of Dome Cups under Uniform External Pressure
C.T.F. Ross
375

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