Isarsteg Nord Near Freising, Germany
The bridge structure of Isarsteg as integrating artwork fits perfectly into the surrounding landscape. Taking nature as an example, the bridge overspans the Isar river like a branched limb. The ramps, stairs, columns and horizontal beams represent together the spatial framework. The pedestrian and cycle bridge, in total 525 ft long, was made of weather-resistant structural steel S355 J2G2W (corten steel).
City of Freising, Building Division of the Municipal Administration for Road and Bridge Construction
|Project Management, Structural Analysis||
Bergmeister Ingenieure GmbH
Arch. Christoph Mayr, J2M Architekten
Dr.-Ing. Josef Taferner, Bergmeister Ingenieure GmbH
Dr.-Ing. Oliver Englhardt, &structures
Dipl.-Ing. Matthias Gander und Dipl.-Ing. Philipp Prighel,
Bergmeister Ingenieure GmbH
Prof. Antonio Capsoni, B&C Associati
The engineering office Bergmeister Ingenieure used the programs RFEM and SHAPE-THIN for the structural analysis of the 3D structure.
The structural design of the bridge was carried out in a sustainable manner. The slim bridge is a rigid, statically indeterminated frame structure. All components, including the foundation and the abutment, are rigidly connected to each other.
The maximum span of the bridge amounts to 180 ft and the width to 12.30 ft. The superstructure, the columns and the stairs consist of keel-shaped, torsional rigid box sections.
The bridge deck consists of a reinforced concrete flange with a thickness of 5.9 in and a concrete quality of C35/45. It is rigidly connected to the cover plate t = 0.98 in of the steel box section by welded studs. The studs have a distance of 1,64 ft in transversal direction and 1.97 ft in longitudinal direction.
The bridge has been cambered by the deformation components from the self-weight. Under maximum variable load, the structure deforms by about 4.4 in, which corresponds to l/504. The dynamic analysis resulted in a natural frequency of 1.33 Hz for the first mode shape. To ensure the user comfort, a vibration damper was arranged.
The aesthetic structure of the Isarsteg was awarded with the German Steel Construction Award in 2016 and with the second place at the Engineering Prize of the Bavarian Chamber of Engineers in 2017. Moreover, it received a nomination for the German Bridge Engineering Award in 2018.
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RF-/DYNAM Pro - Natural Vibrations Add-on Module for RFEM/RSTAB | Determination of natural frequencies and mode shapes
RF-/PLATE-BUCKLING Add-on Module for RFEM/RSTAB | Plate Buckling Analysis for Plates with or Without Stiffeners According to 1993-1-5
RFEM/RSTAB Add-on Module RF-IMP/RSIMP | Generation of Geometric Replacement Imperfections and Pre-deformed Replacement Structures
Extension of the RF-/STEEL Warping Erosion module | Lateral -torsional buckling analyzes of members according to the second -order theory with 7 degrees of freedom
RFEM/RSTAB add-on module RF-/TOWER effective lengths | Determination of effective lengths of lattice towers
RFEM add-on module RF-CONCRETE NL | Nonlinear reinforced concrete calculation for the serviceability limit state
RFEM/RSTAB add-on module RF-MOVE/RSMOVE | Load case generation for members from moving load positions
RFEM/RSTAB add-on module RF-/JOINTS Steel-Column Base | Hinged and restrained column bases according to EC 3
RF-/DYNAM Pro-Natural Vibrations Add-on Module for RFEM/RSTAB | Determination of Natural Frequencies and Mode Shapes
RFEM/RSTAB add-on module RF-/STEEL BS | Design of steel members according to BS 5950 or BS EN 1993-1-1
RFEM add-on module RF-LOAD-HISTORY | Consideration of plastic deformations from previous load conditions
The material model Orthotropic Masonry 2D is an elastoplastic model that additionally allows softening of the material, which can be different in the local x- and y-direction of a surface. The material model is suitable for (unreinforced) masonry walls with in-plane loads.
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- What should be considered when using a failure of columns under tension in the RF‑/DYNAM Pro – Equivalent Loads add-on module?
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Programs Used for Structural Analysis
Structural engineering software for finite element analysis (FEA) of planar and spatial structural systems consisting of plates, walls, shells, members (beams), solids and contact elements
Design of reinforced concrete members and surfaces (plates, walls, planar structures, shells)
Stress analysis of steel surfaces and members
Dynamic analysis of natural frequencies and mode shapes of member, surface, and solid models
Stability analysis according to the eigenvalue method
Consideration of construction stages during a building phase