|
Part
Part (1968): Preliminary Publication
|
1
|
|
Front matter
|
1
|
|
Preface
|
3
|
|
Table of Contents
|
9
|
|
Rubric
I. Safety
|
13
|
|
Article
Critical appraisal of safety criteria and their basic concepts
|
13
|
|
Article
Etude critique des critères de sécurité et de leurs fondements conceptuels
|
25
|
|
Article
Kritische Betrachtung der Sicherheitskriterien und ihrer grundsätzlichen Auffassungen
|
35
|
|
Article
Combinations of the theories of elasticity, plasticity and viscosity in studying the safety of structures
|
45
|
|
Article
Combinaison des théories de l’élasticité, de la plasticité et de la viscosité dans l’étude de la sécurité des structures
|
56
|
|
Article
Untersuchung der Tragwerkssicherheit mittels der Elastizitäts-, Plastizitäts- und Viskositätstheorie
|
67
|
|
Article
Optimisations des structures
|
79
|
|
Article
Optimierung von Tragwerken
|
86
|
|
Article
Optimisation of structures
|
93
|
|
Rubric
II. Thin-walled structures
|
101
|
|
Article
Theoretical solutions and test results
|
101
|
|
Article
Solutions théoriques et résultats expérimentaux
|
113
|
|
Article
Theoretische Lösungen und Versuchsergebnisse
|
125
|
|
Article
Light-gage cold-formed structures
|
137
|
|
Article
Constructions légères en éléments formés à froid
|
146
|
|
Article
Leichtbaukonstruktionen aus kaltverformten Profilen
|
151
|
|
Article
Poutres de grandes dimensions à âme mince
|
157
|
|
Article
Dünnwandige hohe Blechträger
|
178
|
|
Article
Thin-walled deep plate girders
|
194
|
|
Rubric
III. Tall multi-storey buildings
|
209
|
|
Article
Plastizitätstheorie
|
209
|
|
Article
Plastic design
|
231
|
|
Article
Calcul en plasticité
|
244
|
|
Article
Column-free box-type framing with and without core
|
261
|
|
Article
Bâtiments de grande hauteur sans poteaux intérieurs, avec ou sans noyau rigide
|
274
|
|
Article
Hochhäuser ohne Innenstützen mit und ohne Kern
|
284
|
|
Article
Résistance aux actions dynamiques du vent et des séismes
|
293
|
|
Article
Dynamisches Verhalten bei Wind und Erdbeben
|
320
|
|
Article
Dynamic effects of wind and earthquake
|
345
|
|
Rubric
IV. New practices in concrete structures
|
369
|
|
Article
Neue Tendenzen in Berechnung und Konstruktion von weitgespannten Brücken und Viadukten (schiefe Brücken, Plattenbrücken, Kastenträger)
|
369
|
|
Article
New trends in design and construction of long span bridges and viaducts (skew, flat slabs, torsion box)
|
412
|
|
Article
Tendances nouvelles dans le calcul et la construction des ponts de grande portée et des viaducs (ponts biais, ponts-dalles, sections en caisson)
|
434
|
|
Article
Teilweise vorgespannte Bauteile
|
457
|
|
Article
Partially prestressed members
|
474
|
|
Article
Précontraintes partielles
|
487
|
|
Rubric
V. New practices in concrete buildings
|
501
|
|
Article
Special problems of tall buildings (shear walls, stability of columns, effect of thermal gradients, construction problems)
|
501
|
|
Article
Problèmes spéciaux aux bâtiments de grande hauteur (murs de contreventement, stabilité élastique des poteaux, effets de gradients thermique, problèmes constructifs)
|
513
|
|
Article
Spezielle Probleme bei Hochhäusern (Schubwände, Stabilität der Stützen, thermische Einflüsse, konstruktive Probleme)
|
527
|
|
Article
Structural lightweight aggregate concrete (concrete technology, structural design)
|
541
|
|
Article
Béton léger considéré comme matériau porteur (technologie du béton léger, calcul des ouvrages)
|
558
|
|
Article
Leichtbeton als tragender Baustoff (Technologie des Leichtbetons, Berechnung von Tragwerken)
|
572
|
|
Article
Dynamic behaviour of reinforced and prestressed concrete buildings under horizontal forces and the design of joints (incl. wind, earthquake, blast effects)
|
585
|
|
Article
Comportement dynamique des bâtiments de grande hauteur, en béton armé ou en béton précontraint, soumis à des efforts horizontaux (vent, séismes, explosions). Conception des joints
|
614
|
|
Article
Dynamisches Verhalten von bewehrten und vorgespannten Beton-Hochhäusern unter horizontalen Kräften (einschliesslich Wind-, Erdbeben- und Explosionskräfte) und zweckentsprechende Ausbildung zur Verbindungen
|
639
|
|
Rubric
VI. Dynamic Loads
|
663
|
|
Article
Dynamic loads (in particular Wind and Earthquake Loads)
|
663
|
|
Article
Sollicitations dynamiques (particulièrement dues au vent et aux séismes)
|
687
|
|
Article
Dynamische Belastungen (insbesondere durch Wind und Erdbeben)
|
707
|
|
Part
Part (1968): Final report
|
_
|
|
Front matter
|
_
|
|
Preface
|
_
|
|
Table of Contents
|
_
|
|
Miscellaneous
|
_
|
|
Rubric
I. Safety
|
1
|
|
Rubric
Ia. Critical appraisal of safety criteria and their basic concepts
|
1
|
|
Rubric
Prepared Discussions
|
3
|
|
Article
Model analysis for structural safety and optimization
|
3
|
|
Article
Critical appraisal of safety criteria and their basic concepts
|
17
|
|
Article
Critical appraisal of safety criteria and their basic concepts
|
23
|
|
Article
Some safety problems
|
27
|
|
Article
Safety of structures as a problem of time
|
39
|
|
Article
Zur Schätzung der Bruchwahrscheinlichkeiten der Tragwerke
|
51
|
|
Article
The relation of data to calculated failure probabilities
|
61
|
|
Article
Safety analysis of suspension bridges
|
69
|
|
Article
The load collapse for elastic plastic trusses
|
79
|
|
Rubric
Free discussion
|
93
|
|
Article
Essai sur modèle d’un pont courbe précontraint
|
93
|
|
Article
Discussion libre
|
99
|
|
Article
Discussion libre
|
101
|
|
Article
The importance of supervision of workmanship in building construction
|
105
|
|
Rubric
Ib. Combinations of the theories of elasticity, plasticity and viscosity in studying the safety of structures
|
107
|
|
Rubric
Prepared discussion
|
109
|
|
Article
Creep failure of nonlinear rotational shells
|
109
|
|
Article
Der Einfluss des zeitabhängigen Verhaltens bei Hänge- und Schrägseilbrückensystemen
|
119
|
|
Article
L’influence du fluage linéaire sur l’équilibre des systèmes hyperstatiques en béton précontraint
|
131
|
|
Article
Comments by the author of the intoductory report
|
143
|
|
Rubric
Ic. Optimisation of structures
|
147
|
|
Rubric
Prepared discussion
|
149
|
|
Article
Beitrag zur Frage der Optimierung von Tragwerken
|
149
|
|
Article
Optimisation of structures
|
157
|
|
Article
Optimum design for structural safety
|
163
|
|
Article
Optimisation des structures par la considération des états limites plastiques
|
177
|
|
Article
Decision theory approach to structural optimization
|
193
|
|
Article
L’optimisation des ouvrages courants sou route et autoroutes
|
201
|
|
Article
Optimal design of reinforced concrete beams and frames
|
215
|
|
Article
Ein optimales Flächentragwerk für Dachkonstruktionen
|
227
|
|
Article
Remarques de l'autour du rapport introductif
|
239
|
|
Article
Conclusions
|
243
|
|
Rubric
II. Thin-walled structures
|
245
|
|
Rubric
IIa. Theoretical solutions and test-results
|
245
|
|
Rubric
Prepared discussion
|
247
|
|
Article
Beams and columns braced by thin-walled steel diaphragms
|
247
|
|
Article
Probleme der Kaltverfestigung im Stahlleichtbau
|
259
|
|
Article
Calculation of the increase in yield strength due to the effects of cold work of forming
|
273
|
|
Article
Tragverhalten von geschweissten I- und Kastenträgern mit breiten Druckgurten
|
285
|
|
Article
Computation of the postbuckling strength of thin-walled sections
|
299
|
|
Article
The post-buckled strength of thin-walled columns
|
311
|
|
Article
Influence of cross-sectional distortion on flexural-torsional buckling
|
321
|
|
Article
Sandwich-Flächentragwerke im Stahlbau
|
333
|
|
Rubric
Free discussion
|
345
|
|
Article
Free discussion
|
345
|
|
Article
Free discussion
|
347
|
|
Article
Post-buckling of simply-supported square plates
|
349
|
|
Article
Probleme der Kaltverfestigung im Stahlleichtbau
|
351
|
|
Article
Computation of the postbuckling strength of thin-walled sections
|
355
|
|
Article
The post-buckled strength of thin-walled columns
|
357
|
|
Article
Einfluss der Querschnittsverformung auf das Biegeknicken und das Biegedrillknicken
|
359
|
|
Article
Comments by the author of the introductory report
|
363
|
|
Rubric
IIb. Light-gage cold-formed structures
|
365
|
|
Rubric
Prepared discussion
|
367
|
|
Article
Light-gage steel floor systems provided to include utilities - proposals and experiments
|
367
|
|
Article
Application of light-gage cold-formed members to modular systems of school constructions in the United States
|
375
|
|
Article
Floor systems with composite form-reinforced concrete slabs
|
385
|
|
Article
Thin-walled steel hyperbolic paraboloid structures
|
395
|
|
Article
Zur Optimierung der Höhe von Balkenbrücken mit Hohlkastenquerschnitt
|
403
|
|
Article
Comments by the author of the introductory report
|
411
|
|
Rubric
IIc. Thin-walled deep plate girders
|
413
|
|
Rubric
Prepared discussion
|
415
|
|
Article
Behaviour of longitudinally reinforced plate girders
|
415
|
|
Article
Influence of flange stiffness upon the load carrying capacity of webs in shear
|
429
|
|
Article
Research on plate girders at Lehigh University
|
441
|
|
Article
Experimental Investigation of strength of plate girders in shear
|
451
|
|
Article
Thin-walled deep plate girders under static loads
|
465
|
|
Article
On an improved theory for Dr. Basler’s theory
|
479
|
|
Rubric
Free discussion
|
489
|
|
Article
A Note on the buckling of a plate girder web due to partial edge loadings
|
489
|
|
Article
Remarques de l'auteur du rapport intoductif
|
493
|
|
Article
Conclusions
|
497
|
|
Rubric
III. Tall multi-storey buildings
|
499
|
|
Rubric
IIIa. Plastic design
|
499
|
|
Rubric
Prepared discussions
|
501
|
|
Article
The plastic design of braced multi-storey frames
|
501
|
|
Article
Plastic design
|
511
|
|
Article
Research on plastic design of multi-story frames at Lehigh University
|
517
|
|
Article
Tests on a full-scale rigid jointed multi-storey steel frame
|
529
|
|
Article
Die Traglast von eingespannten Geschoss-Stützen mit I-Querschnitt bei Biegung um beide Hauptachsen
|
537
|
|
Article
Tests on hinged connections for non-sway continuous frames
|
551
|
|
Article
Inelastic behaviour of reinforced concrete shear wall-frame
|
563
|
|
Article
Approximate inelastic analysis of hear wall-frame structures
|
573
|
|
Article
Non-linear plastic analysis of high strength steel plane and space frameworks
|
583
|
|
Rubric
Free discussion
|
597
|
|
Article
Free discussion
|
597
|
|
Article
Elasticity or plasticity?
|
599
|
|
Article
Plastic design of tall buildings
|
601
|
|
Article
Bemerkungen des Verfassers des Einführungsberichtes
|
605
|
|
Rubric
IIIb. Column-free box-type framing with and without core
|
607
|
|
Rubric
Prepared discussion
|
609
|
|
Article
Column-free box-type framing with and without core
|
609
|
|
Rubric
IIIc. Dynamic effects of wind and earthquake
|
623
|
|
Rubric
Prepared discussion
|
625
|
|
Article
Specification on multi-storey buildings and in particular on steel structures in seismic
|
625
|
|
Article
Factors affecting response of buildings to wind and their experimental determination
|
637
|
|
Article
Behavior of steel frames subjected to repeated and reversed loads
|
647
|
|
Article
Performance of steel beams and their connections to columns during severe cyclic loading
|
657
|
|
Article
Inelastic behavior of steel framed structure subjected to the seismic force
|
667
|
|
Article
The design of multi-story buildings against wind
|
681
|
|
Rubric
Free discussion
|
693
|
|
Article
Free discussion
|
693
|
|
Article
Free discussion
|
697
|
|
Article
Remarques de l'auteur du rapport intoductif
|
699
|
|
Article
Conclusions
|
703
|
|
Rubric
IV. New practices in concrete structures
|
707
|
|
Rubric
IVa. New trends in design and construction of long span bridges and viaducts (skew, flat slabs, torsion box)
|
707
|
|
Rubric
Prepared discussion
|
709
|
|
Article
The effect of torsion on the ultimate strength of reinforced concrete spans in bending
|
709
|
|
Article
Analysis of bridge structure comprising two continuous curved main box girders, whose supports are staggered or not, and that are connected by cross beams having flexural but not torsional rigidity
|
719
|
|
Article
Einige Ergebnisse langfristiger Beobachtungen des Verformungszustandes an neuartigen Spannbetonbrücken
|
731
|
|
Article
Effects of concrete creep under repeated stresses superposed on sustained stresses
|
741
|
|
Article
Compressed reinforced concrete elements with spiral reinforcement and their use in the structures
|
747
|
|
Article
Gewindestäbe: Neue Entwicklungen von Spannstäbe und Verankerungen: Versuche über Spannungskorrosion
|
753
|
|
Article
Evolution of systems, structural forms and construction technology of precast reinforced concrete bridges in the USSR
|
759
|
|
Article
Les ponts courants biais et courbes
|
771
|
|
Article
Cantilever erection of prefabricated long span bridges in Czechoslovakia
|
783
|
|
Article
Constructions nouvelles des ponts collés, à membre mince en béton armé
|
797
|
|
Article
Possibilités de réalisation d’un pont en arc en béton d’une portée de 320 m, composé d’éléments préfabriqués et assemblé en porte-à-faux prévu pour l’exécution du pont à Dubrovnik
|
805
|
|
Article
Etude expérimentale d’un nouveau type de pont suspendu
|
813
|
|
Article
A concrete beam for longer spans
|
827
|
|
Rubric
Free discussion
|
837
|
|
Article
Partially prestressed concrete bridges
|
837
|
|
Article
Free discussion
|
839
|
|
Article
Live load test on Harrow Road Flyover, London
|
841
|
|
Article
The Tatarna Bridge in Greece
|
843
|
|
Article
Complement à la contribution de M.U. Finsterwalder sur la précontrainte par barres nervurées
|
845
|
|
Article
Free discussion
|
847
|
|
Article
Construction à précontrainte partielle: cas d'un pont métallique
|
851
|
|
Article
Zum Dywidag-Gewindestab und zum freien Vorbau bei statischen Systemen mit Querkraftgelenk
|
853
|
|
Article
Bemerkungen des Verfassers des Einführungsberichtes
|
855
|
|
Rubric
IVb. Partially prestressed members
|
861
|
|
Rubric
Prepared discussion
|
863
|
|
Article
Note sur l’intérêt économique et certaines limites d’application de la précontrainte partielle
|
863
|
|
Article
Praktische Erfahrungen bei der Anwendung der teilweisen Vorspannung
|
877
|
|
Article
La nécessité d’accepter des tractions dans le béton précontraint
|
889
|
|
Article
Prestressed reinforced concrete system
|
901
|
|
Article
The practical application of partial prestressing. Research on cracking and deflection under static, sustained and fatigue loading
|
913
|
|
Article
Fatigue resistance of partially prestressed concrete beams to large range loading
|
925
|
|
Article
Deformed bars as pretensioned reinforcement in partially prestressed members
|
937
|
|
Rubric
Free discussion
|
941
|
|
Article
Le béton précontraint armé : Evolution dans la conception des structures précontraintes
|
941
|
|
Article
Détermination de la limite des ruptures mixtes des poutres précontraintes et partiellement précontraintes
|
943
|
|
Article
Bemerkungen des Verfassers des Einführungsberichtes
|
947
|
|
Article
Conclusions
|
951
|
|
Rubric
V. New practices in concrete buildings
|
953
|
|
Rubric
Va. Special problems of tall buildings (shear walls, stability of columns, effect of thermal gradients, construction problems)
|
953
|
|
Rubric
Prepared discussion
|
955
|
|
Article
Special problems of tall buildings (shear walls, stability of columns, effect of thermal gradients, construction problems)
|
955
|
|
Article
New practices in concrete buildings
|
961
|
|
Article
Design of tall buildings of lightweight superstructure
|
971
|
|
Article
Influence lines for shear around columns in flat plates
|
983
|
|
Article
Load distribution in multi-storey shear wall structures
|
995
|
|
Article
Study of the distribution of wind loads between stiffening elements and framing of multi-storey buildings
|
1005
|
|
Article
Effects of column temperature, creep and shrinkage in tall structures
|
1015
|
|
Article
Time-dependent performance of reinforced concrete columns: Field investigation of a 70-storey building
|
1019
|
|
Article
Basic design considerations for the Moscow 533 meter T.V. tower
|
1027
|
|
Rubric
Free discussion
|
1041
|
|
Article
Contreventement des structures spatiales raidies
|
1041
|
|
Article
Remarque sur le fluage dans les ossatures en béton armé
|
1043
|
|
Article
Comments by the author of the introductory report
|
1045
|
|
Rubric
Vb. Structural lightweight aggregate concrete (concrete technology, structural design)
|
1047
|
|
Rubric
Prepared discussion
|
1049
|
|
Article
Improvement of structural lightweight aggregate concrete by synthesis of gap grading with shrinkage-compensating matrix (concrete technology)
|
1049
|
|
Article
Incremental loading of reinforced lightweight concrete columns
|
1055
|
|
Article
Experiment on lightweight-concrete composite girder bridges
|
1065
|
|
Article
Comments by the author of the introductory report
|
1075
|
|
Rubric
Vc. Dynamic behaviour of reinforced and prestressed concrete buildings under horizontal forces and the design of joints (incl. wind, earthquake, blast effects)
|
1077
|
|
Rubric
Prepared discussion
|
1079
|
|
Article
Earthquake response analysis of a reinforced concrete building having four box columns
|
1079
|
|
Article
Shear resistance and explosive cleavage failure of reinforced concrete members subjected to axial load
|
1091
|
|
Rubric
Free discussion
|
1103
|
|
Article
The impact resistance of prestressed concrete
|
1103
|
|
Article
Conclusions
|
1105
|
|
Rubric
VI. Dynamic loads
|
1107
|
|
Rubric
VI. Dynamic loads (in particular wind and earthquake loads)
|
1107
|
|
Rubric
Prepared discussion
|
1109
|
|
Article
Dynamic behaviour of structures and dynamic modeling
|
1109
|
|
Article
A model for the study of soil-structure interaction
|
1121
|
|
Article
Problem of prediction of wind forces on engineering structures and application to practice
|
1135
|
|
Article
Response of structures subjected to sonic booms
|
1149
|
|
Article
Untersuchungen über den Erregungscharakter winderregter Querschwingungen kreiszylindrischer Stäbe im unterkritischen Reynolds-Bereich
|
1157
|
|
Article
On the damping of vibrations
|
1169
|
|
Article
The treatment of damping coefficient on the dynamic problem
|
1181
|
|
Article
Application of modern design techniques to practical wind problems
|
1193
|
|
Article
Dynamic effects on precast bridge structures
|
1203
|
|
Article
Structural dynamic considerations in horizontally curved bridges
|
1215
|
|
Article
Non-stationary vibrations of bridges under random moving load
|
1223
|
|
Article
The wind-induced vibrations of large cylindrical structures
|
1237
|
|
Article
Dynamic wind response of guyed masts
|
1249
|
|
Article
Wind resistant design of a cable-stayed girder bridge
|
1263
|
|
Article
Earthquake forces acting on tall concrete chimneys
|
1275
|
|
Rubric
Free discussion
|
1287
|
|
Article
Direct solution of the dynamic aseismic design problem of multi-story systems, with the use of electronic analog computer
|
1287
|
|
Article
Comments of the author of the introductory report
|
1289
|
|
Article
Conclusions
|
1297
|