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Institution of Structural Engineers' Informal Study Group | ||
Symposium Organisation | ||
Preface | ||
Acknowledgements | ||
1 | Experimental basis for changes in ACI 318-95 related to failures in 1994 Northridge Earthquake | 3 |
2 | Parallel use of large-scale testing and numerical simulation | 15 |
Discussion | 25 | |
3 | Site testing and monitoring of Fidgett Footbridge | 29 |
4 | Modelling and testing the behaviour of a composite bridge | 36 |
5 | Load testing in bridge assessment | 45 |
6 | An investigation of the suspension system of the Newport Transporter Bridge | 53 |
Discussion | 62 | |
7 | A case study of the performance of two precast segmental concrete bridges | 67 |
8 | Assessment of inadequate reinforcement anchorage in a flat slab viaduct | 76 |
9 | Assessment of composite precast/in-situ concrete bridges with inadequately anchored interface reinforcements | 84 |
10 | Europe-Bridge, Zurich: model tests | 93 |
Discussion | 102 | |
11 | Improved modelling of a skew steel bridge for explaining unexpected cracks | 109 |
12 | Proof testing to failure of a thirty seven year old road bridge | 115 |
13 | Non-destructive testing of Hungarian steel bridges during their erection | 124 |
14 | Large scale fracture testing and 3-D finite element modelling of a welded aluminium bridge girder | 132 |
15 | Testing a new aluminium road bridge | 141 |
Discussion | 149 | |
16 | Loading tests on long post-tensioned concrete beams | 155 |
17 | Full scale field testing of a jacked concrete pipeline through london clay | 164 |
18 | Fatigue tests of large scale post-tensioned partially prestressed T-girders | 172 |
19 | Behaviour of RC flat slabs with reinforcement providing lateral confinement | 181 |
20 | Experiments on full scale parts of RC grillage floor slabs | 190 |
Discussion | 198 | |
21 | The interpretation of steel pile load tests | 203 |
22 | Full-scale testing and design of frameless arch steel roof | 211 |
23 | Buckling behaviour of cold- and hot-formed SHS | 218 |
24 | Full-scale testing for semi-rigid response in non-sway steel frames | 226 |
25 | Full-Scale testing of the lap welded connections strengthened under loading | 235 |
Discussion | 244 | |
26 | Masonry crack damage repair by bed-joint reinforcement | 249 |
27 | Full Scale laboratory tests on cast-iron beams and an investigation of size effects | 260 |
28 | Model testing of chemically damaged concrete, as an aid to structural assessment | 269 |
29 | Deterioration of reinforced concrete shell roof at an industrial plant | 277 |
30 | Structural behaviour of RC beams strengthened with polymer modified ferrocement | 285 |
Discussion | 294 | |
31 | Full scale testing of steel and timber structures: examples and experience | 301 |
32 | Design for buildability of multi-storey timber buildings | 309 |
33 | Experimental study of prestressed timber joints in column to beam connections | 318 |
34 | Sound insulation of a wooden apartment building in full-scale testing | 326 |
Discussion | 334 | |
35 | Guidelines for the vibration serviceability limit state of pedestrian bridges | 339 |
36 | Review of acceptability criteria for the vibration of composite floors | 347 |
37 | Structural assessment through in-situ static and dynamic testing | 355 |
38 | Full-scale measurements of dynamic response of a lattice tower | 363 |
39 | Test equipment and performance tests of high damping rubber bearings for seismic isolation | 373 |
Discussion | 380 | |
40 | Full-scale fire tests on reinforced concrete beams | 387 |
41 | Large natural fire test in a steel building school | 395 |
42 | Influence of connections on the performance of steel framed structures in fire | 406 |
43 | Behaviour of a multi-storey steel framed building subjected to fire effects | 414 |
44 | Blast and fire - phase 2 : full scale testing | 420 |
Discussion | 429 | |
45 | Using instrumented hammer impact excitation | 433 |
46 | Practical application of the centre hole technique to in-situ stress determination of concrete structures | 442 |
47 | Health monitoring of steel bridges using acoustic emission | 452 |
48 | The elastomagnetic method of force measurement in prestressing steel | 460 |
Discussion | 466 | |
49 | Long span composite beams for car parks | 473 |
50 | Full-scale testing of composite structures for estimation of their safety | 482 |
51 | Experimental behaviour and design of composite connections | 491 |
52 | Sleeve bolted joint constraints on precast concrete beams | 498 |
53 | Structural connections: experimentation as a design tool | 506 |
Discussion | 514 | |
54 | On-site tests to investigate the robustness of a nineteenth century cotton mill | 517 |
55 | The structural overpressure test of the sizewell 'B' primary containment | 525 |
56 | Investigation of the interaction of load distribution plates of ground anchors and sheet piles by in-situ tests | 534 |
57 | In-service structural monitoring of the meeting hall roof, Swaminarayan Hindu Mission, Neasden | 542 |
58 | Simulated wind load testing of full size houses | 554 |
Discussion | 563 | |
59 | The role of full-scale fire testing | 569 |
60 | Large model testing as a powerful tool for improved design on concrete structures: the LCPC experience | 577 |
61 | Experimental assessment of stability of buildings by loading tests | 586 |
62 | The role of large scale testing in providing assurance of structural integrity | 595 |
63 | A full-scale concrete flat arch bridge model test | 604 |
Discussion | 610 | |
Subject index | 612 | |
Author index | 614 |
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