Artikeldatenbank
Autor(en) | Titel | Zeitschrift | Ausgabe | Seite | Rubrik |
---|---|---|---|---|---|
Kurrer, K.-E. | Steel Construction - Design and Research | Steel Construction - Design and Research | 1/2008 | 2 | Editorials |
Majowiecki, M. | The Free Form Design (FFD) in steel structural architecture - aesthetic values and reliability | Steel Construction - Design and Research | 1/2008 | 3-15 | Articles |
Bijlaard, F. | Eurocode 3: Design of steel structures - Present status and further developments | Steel Construction - Design and Research | 1/2008 | 16-23 | Articles |
Nethercot, D. A.; Stylianidis, P. | The basis for semi-continuous composite construction | Steel Construction - Design and Research | 1/2008 | 24-33 | Articles |
Sobek, W.; Trumpf, H.; Stork, L.; Weidler, N. | The Hollaenderbruecke - Economic and architecturally sophisticated design employing steel and GFRP | Steel Construction - Design and Research | 1/2008 | 34-41 | Articles |
Taras, A.; Greiner, R. | Development of consistent buckling curves for torsional and lateral-torsional buckling | Steel Construction - Design and Research | 1/2008 | 42-50 | Articles |
European Steel Design Award 2007 - Austria | Steel Construction - Design and Research | 1/2008 | 50 | Awards | |
Knobloch, M.; Fontana, M.; Frangi, A. | Steel beam-columns subjected to fire | Steel Construction - Design and Research | 1/2008 | 51-58 | Articles |
Chen, L.; Doerich, C.; Rotter, J. M. | A study of cylindrical shells under global bending in the elastic-plastic range | Steel Construction - Design and Research | 1/2008 | 59-65 | Articles |
European Steel Design Award 2007 - Belgium | Steel Construction - Design and Research | 1/2008 | 65 | Awards | |
Yoshinaga, H.; Ymanouchi, T.; Goto, Y.; Nagai , M. | Seismic design of a steel-concrete hybrid cable-stayed bridge - the Shin-Minato bridge | Steel Construction - Design and Research | 1/2008 | 66-70 | Articles |
European Steel Award 2007 - Portugal | Steel Construction - Design and Research | 1/2008 | 70 | Awards | |
Demonceau, J.-F.; Jaspart, J.-P.; Klinkhammer, R.; Oerder, R.; Weynand, K.; Labory, F.; Cajot, L.-G. | Recent developments in composite connections | Steel Construction - Design and Research | 1/2008 | 71-76 | Articles |
Kuhlmann, U.; Günther, H.-P.; Rasche, C. | High-strength steel fillet welded connections | Steel Construction - Design and Research | 1/2008 | 77-84 | Articles |
Schmidt, H. | Prof. J. M. Rotter at 60 - International Conference in his honour in Edinburgh | Steel Construction - Design and Research | 1/2008 | 85-87 | Reports |
Schlaich, M. | "Footbridge 2008" Conference in Porto | Steel Construction - Design and Research | 1/2008 | 87-89 | Reports |
Lorenz, W.; Wetzk, V. | Third International Congress on Construction History, Cottbus 2009 - Outlook | Steel Construction - Design and Research | 1/2008 | 89-90 | Reports |
Book reviews: Steel Construction - Design and Research 1/2008 | Steel Construction - Design and Research | 1/2008 | 91-94 | Book reviews | |
New JRC-ECCS-Joint Report on Assessment of existing steel structures: Recommendations for estimation of remaining fatigue life | Steel Construction - Design and Research | 1/2008 | 94-95 | News | |
Svensson, H. | Reiner Saul's 70th Birthday | Steel Construction - Design and Research | 1/2008 | 96 | Personality |
2008 ECCS Annual Meetings & Nordic Steel and Metal Stockholders Day | Steel Construction - Design and Research | 1/2008 | 96-98 | Announcements | |
Contents: Structural Concrete 6/2016 | Structural Concrete | 6/2016 | Contents | ||
Hawkins, Will J.; Herrmann, Michael; Ibell, Tim J.; Kromoser, Benjamin; Michaelski, Alexander; Orr, John J.; Pedreschi, Remo; Pronk, Arno; Schipper, H. Roel; Shepherd, Paul; Veenendaal, Diederik; Wansdronk, René; West, Mark | Flexible formwork technologies - a state of the art review | Structural Concrete | 6/2016 | 911-935 | Technical Papers |
KurzfassungConcrete is the most widely used construction material. Worldwide consumption of cement, the strength-giving component in concrete, is now estimated to be 4.10 Gt per year, having risen from 2.22 Gt just 10 years ago. This rate of consumption means that cement manufacture alone is estimated to account for 5.2 % of global carbon dioxide emissions. x | |||||
Ji à ek, Pavel; Foglar, Marek | Numerical analysis of a bridge pier subjected to truck impact | Structural Concrete | 6/2016 | 936-946 | Technical Papers |
KurzfassungThe impact of heavy trucks on a bridge substructure can lead to progressive collapse of the bridge superstructure, and to disastrous accidents. This type of load should therefore be taken into consideration, especially in the design of motorway bridges. For some structural arrangements, vehicle impact is the decisive loading for the design of the bridge substructure. This paper presents verification of the detailed procedures given by European standard EN 1991-1-7 for bridge pier impact load - dynamic analysis, which is compared with the outcomes from a detailed finite-element model (FEM) of a truck impact prepared using AUTODYN software. A nonlinear material model of concrete with damage and strain-rate effect is used to assess the impact performance of a bridge pier. The paper further presents the results of a numerical study focused on the influence of different types of bridge pier reinforcement arrangement on their resistance to vehicle impact. The performance of various types of reinforcement is analysed and compared. Practical recommendations are drawn for the design of bridge piers which can be subjected to vehicle impacts in an urban environment. x | |||||
Jing, Yuan; Ma, Zhongguo John; Clarke, David B. | Full-scale lateral impact testing of prestressed concrete girder | Structural Concrete | 6/2016 | 947-958 | Technical Papers |
KurzfassungLateral impact damage from over-height vehicle collisions with bridge superstructures is of increasing concern in the United States. However this issue is not fully addressed in current bridge specifications. Previous researchers have conducted a number of small-scale tests to study the impact process. Also, the finite element method has largely been used to analyze the complicated collision mechanism. This paper provides an opportunity for full-scale lateral impact testing of a prestressed concrete girder, which leads to a realistic level of damage and mechanism analysis. A full-scale lateral impact testing facility was designed and built on a construction site in Knoxville, Tennessee. The over-height vehicle impact was simulated by impacting the bottom of an AASHTO Type I prestressed concrete girder with an impact cart. This paper describes the details of the impact testing facility as well as the response of the prestressed concrete girder during lateral impact. The collected test data were calibrated by using finite element software ABAQUS. x |