| Aalto, Ari |
Load bearing structures made of glued laminated wood and plywood |
417-422 |
| Ajdukiewicz, Andrzej |
Modern strengthening methods of old timber structures |
479-484 |
| Al-Khattat, Ibrahim |
The LPSA: An inevitable sustainable technology |
379-384 |
| Amadio, Claudio |
Influence of rheological phenomena in timber-concrete composite beams |
525-530 |
| Ardelea, Aurel |
Wood roof of an industrial one-storey building in Bucharest, Romania |
469-474 |
| Bainbridge, R. J. |
Fatigue performance of structural timber connections |
573-578 |
| Ballerini, Marco |
A new moment resisting connection for plane grid glulam structures |
591-596 |
| Balsamo, Alberto |
New wooden structures with composite material reinforcements for historical buildings
The case of the arena flooring in the Colosseum |
459-464 |
| Bell, Kolbein |
Large glulam arch bridges. A feasibility study |
193-198 |
| Bell, Kolbein |
Stability of timber beams and columns |
155-162 |
| Benítez, Mario F. |
To develop new cost-effective procedures for testing the structural response of short/medium span bridge decks |
257-262 |
| Bergmeister, Konrad |
Innovative strengthening of timber structures using carbon fibres |
361-366 |
| Bignotti, Giorgio |
Lao River Bridge, Mormanno, Italy |
245-250 |
| Bob, Liana |
Alternative reinforcements of wooden beams |
501-506 |
| Bob, Liana |
Researches regarding the behaviour of the composite wood-concrete floors |
531-536 |
| Bocchio, Nicoletta |
Impact loading tests on timber beams |
349-354 |
| Bódi, István |
Comparison of the strength characteristics of wood according to combined stress theories and EC5 |
125-130 |
| Bódi, István |
Load-dependent behavior of wood fiber reinforced concrete |
543-548 |
| Brock, Linda |
Wooden houses in northern tier countries. Two design solutions for building envelope problems |
289-294 |
| Cesa, Edward T. |
Commercializing proven technology through the USDA forest service wood in transportation program |
175-180 |
| Crews, Keith |
Development of high performance timber bridges in Australia |
251-256 |
| Crews, Keith |
Overview of developments and research in wooden structures in Australia and New Zealand |
19-32 |
| Del Senno, Massimo |
Behavior analysis of axially loaded glued-in timber-steel joints |
555-560 |
| Dobrila, Peter |
Bending tests of panel shear walls |
373-378 |
| Doi, Shuichi |
Importance of preservative treatment and maintenance of wooden bridges under Japanese climatic conditions |
97-100 |
| Duwadi, Sheila Rimal |
Timber bridges for the 21st Century
A summary of new developments |
163-168 |
| Eriksson, Merv |
Considerations when paving treated timber bridge decks |
101-106 |
| Falk, Andreas |
Floors for medium-rise timber-framed buildings |
295-300 |
| Firrone, Tiziana |
Proposal of laminated timber structure for seismic areas |
429-434 |
| Frangi, Andrea |
A design model for the fire resistance of timber-concrete composite slabs |
113-118 |
| Fujisawa, Nobumitsu |
An experimental study on the joint stiffness of timber truss bridge |
597-602 |
| Fujita, Kaori |
Shaking table tests and analysis of walls used in traditional timber structures in Japan |
435-440 |
| Gutkowski, Richard |
Tests and analysis of a full scale timber trestle bridge chord |
355-360 |
| Haiman, Miljenko |
A timber road bridge in Zagreb |
269-274 |
| Hamm, Jan |
Development of timber-glass prefabricated structural elements |
119-124 |
| Harris, Richard |
The structural engineering of the download gridshell |
67-72 |
| Harris, Richard |
The Woodland Workshop
Tools and techniques in round wood construction |
57-60 |
| Heikkilä, Jari |
Innovative use of long structures in modern architecture |
51-56 |
| Henriksen, Keld H. |
Painting of boron-treated glued laminated timber |
79-84 |
| Honda, Hideyuki |
Structural performance of deck arch timber highway bridge |
187-192 |
| Imai, Katsuhiko |
Development of the KT-Wood space truss system |
385-390 |
| Johns, Kenneth C. |
Composite reinforcement of timber in bending |
549-554 |
| Kairi, Matti |
Screw glued wooden structures in Sibelius Hall |
403-406 |
| Kangas, Jorma |
Timber structures with connections based on in V-Form glued-in rods |
585-590 |
| Katagihara, Kenichi |
A study on dynamic performance and seismic strengthening of the traditional wooden structure in Japan |
447-452 |
| Keil, Andreas |
The Mont-Cenis Academy in Herne |
301-306 |
| Kent, Scott |
Structural evaluation of fiber reinforced hollow wood beams |
367-372 |
| Keskküla, Tõnu |
Factor's variability in respect to reliability of timber framings |
131-136 |
| Kilpeläinen, Mikko |
Panelized building system for multi-storey timber frame houses |
319-324 |
| Kim, Robert H. |
Design and full-scale tests of A-frame timber Oak Bridge |
263-268 |
| Kleppe, Otto |
The Nordic timber bridge project and the Norwegian approach to modern timber bridge design |
199-204 |
| Kliger, Robert |
Product-oriented grading systems to facilitate productivity of sawn timber |
107-112 |
| Kuhlmann, Ulrike |
Composite of vertically laminated timber decks and concrete |
507-512 |
| Laatikainen, Launo |
Sibelius Hall wooden acoustic structures |
407-410 |
| Leijten, Ad |
An innovative connection for timber engineering |
567-572 |
| Maïkipuro, Risto |
A king-post truss applied to a wooden bridge in a new way |
279-282 |
| Malo, Kjell Arne |
Fatigue tests on dowel joints in timber structures |
579-584 |
| Marquardt, Helmut |
Wood-based panelling as a replacement for breathable membranes in timber-framed housing |
307-312 |
| Mettem, Christopher |
Timber bridges. The UK challenge |
169-174 |
| Mielczarek, Zbigniew |
Influence of reinforcement percentage on mechanical properties of I-beams |
337-342 |
| Mielczarek, Zbigniew |
Strength analysis of truss structures made of medium-size timber |
391-396 |
| Migliacci, Antonio |
Dynamic tests on a new large wooden vaulted roof in seismic area |
441-446 |
| Mischler, Adrian |
Multiple shear steel-to-timber connections with self-drilling dowels |
537-542 |
| Moonen, Faas |
Roof sheeting as primary structural element |
313-318 |
| Muchmore, Frank |
Gold-rush ghost town gets a new Alaska yellow cedar bridge |
235-238 |
| Nakajima, Shiro |
Strength and deformation properties of renovated and repaired shear walls |
485-488 |
| Natterer, Julius |
Light-weight structures in timber: a chance to use wood in the construction field |
7-18 |
| Öiger, Karl |
Experimental and theoretical analysis of reinforced glulam beams |
343-348 |
| Öiger, Karl |
Investigation, design and erection of saddle-shaped wooden shell roofs |
397-402 |
| Paul, Walter J. |
Extension of a school building by addition of a top in wooden structure |
325-330 |
| Pousette, Anna |
Test and analysis of scale models of wooden prestressed box-beam bridges |
331-336 |
| Ranta-Maunus, Alpo |
Moisture gradient as loading of curved timber beams |
137-142 |
| Rautakorpi, Heikki |
Wooden arch bridges in Finland |
275-278 |
| Rhude, Maurice J. |
Structural glued laminated timber in buildings, bridges and ships |
43-50 |
| Rodd, Peter |
Preliminary results of the assessment of a new timber connector |
603-608 |
| Saad, Fathy |
Design concept for wooden shell roofs with large spans |
411-416 |
| Sakamoto, Isao |
A research and development project on hybrid timber building structures |
283-288 |
| Sakamoto, Isao |
Seismic performance of wooden buildings |
33-42 |
| Sakata, Hiroyasu |
Moment resisting finger joints of glulam frame knees |
609 |
| Sasaki, Takanobu |
Field experiment of a hybrid timber-steel deck roadway bridge |
181-186 |
| Schneider, Walter |
Innovative approach to glulam deck connection on bridge steel girders |
217-222 |
| Schwaner, Kurt |
Protection and durability of wooden bridges |
85-96 |
| Siebert, Geralt |
Restoring historical Muffathalle in Munich |
465-468 |
| Sonda, Devis |
Experimental verification of new connector for timber-concrete-composite structures |
519-524 |
| Stensby, Trond Arne |
Norwegian standardised timber cross-over bridges for railway lines |
211-216 |
| Straka, Bohumil |
Conclusions from rehabilitation of existing timber roof structures |
475-478 |
| Succi, Carlo |
Innovative solutions for thin wooden frames |
453-458 |
| Svensson, Holger S. |
Long-span pedestrian timber truss bridge across the Dahme river at Berlin |
239-244 |
| Szabó, Bertalan |
Behaviour of shear connectors in wood-based composite girders |
143-148 |
| Takaè, Stjepan |
Rheological research of sliding modulus of the wood-concrete connection |
495-500 |
| Tommola, Jarmo |
Analysis of wood-concrete composite girder with discrete shear connectors |
489-494 |
| Toratti, Tomi |
Development of wood-concrete composite floors |
513-518 |
| Tsuchimoto, Takahiro |
Stochastic estimation of deflection properties of bolted glulam joints with initial clearance |
561-566 |
| Vallone, Giovanna |
Laminated timber along the motorway |
61-66 |
| Vik, Bjorn |
The new Tynset Bridge. An important milestone |
229-234 |
| Widmann, Robert |
Screw-laminated timber deck plates |
223-228 |
| Wolf, Thomas |
Development of I-modules for wood-framed shear walls |
149-154 |
| Yamaguchi, Nobuyoshi |
Evaluation method of seismic performance using energy absorption capacity |
423-428 |
| Žagar, Zvonimir |
Smart timber structures |
73-78 |
| Zeitter, Helmut |
Developments in wooden bridges in Central Europe |
205-210 |
