Quantitative interconnection of structural sizing with aesthetic considerations in design of long spanning bridges.

Suyolcu, Yavuz


Quantitative analysis of the influence of strain hardening on equal channel angular pressing process
ŞİMŞİR, Caner; Karpuz, Pinar; Gür, Cemil Hakan (Elsevier BV, 2010-05-01)
Equal channel angular pressing is a promising severe plastic deformation method. The objective is to achieve high and homogeneous deformation in the workpiece. However, corner gap formed during the process has a pronounced effect on strain homogeneity and should be taken into account for proper die design. Although there exits several publications reporting the effect of strain hardening behavior of the workpiece on corner gap formation, the literature lacks a quantitative study on the subject. In this stud...
Quantitative approach to rapid seismic evaluation of slab-on-girder steel highway bridges
Dicleli, Murat (1996-01-01)
A quantitative approach follows for developing a methodology for the rapid seismic evaluation and ranking of slab-on-girder steel highway bridges. In the development of this methodology, analytical expressions are introduced to calculate the seismically induced forces and displacements in bridge components, first assuming that damage to bearings is not acceptable and then removing this constraint. In the latter case, the superstructure is assumed to become unrestrained and slide on its supports. The seismic...
Quantitative assessment of structural fire endurance of concrete and shotcrete tunnel liners
Caner, Alp; Munfah, N. (2005-01-01)
Quantitative imaging of flow structure ınteractions origin of unsteady loading and vibration
Rockwell, Donald; Elkhoury, Michel; Saelim, Nathapong; Sever, Çağrı; Yang, Y; Yavuz, Mehmet Metin (null; 2004-08-05)
Quantitative comparison of 2D and 3D modeling for concrete gravity dams
Evliya, Ekin Erdem; Arıcı, Yalın; Department of Civil Engineering (2014)
Seismic behavior of gravity dams has long been evaluated and predicted using a representative 2D monolith for the dam. Formulated for the gravity dams built in wide-canyons, the assumption is nevertheless utilized extensively for almost all concrete dams due to the established procedures in 2D space as well as the expected computational costs of building a three dimensional model. A significant number of roller compacted concrete dams are being designed based on these procedures regardless of the valley dim...
Citation Formats
Y. Suyolcu, “Quantitative interconnection of structural sizing with aesthetic considerations in design of long spanning bridges.,” Middle East Technical University, 2002.