Analytical Simulation of Cyclic Behavior of Steel Braces under Seismic Loads

Dicleli, Murat
Çalık, Ertuğrul Emre


Analytical Modelling of Coupled Vibrations of Elastically Supported Channels
Yaman, Yavuz (1997-10-01)
An exact analytical method is presented for the analysis of forced vibrations of uniform thickness, open-section channels which are elastically supported at their ends. The centroids and the shear centers of the channel cross-sections do not coincide; hence the flexural and the torsional vibrations are coupled. Ends of the channels are constrained with springs which provide finite transverse, rotational and torsional stiffnesses. During the analysis, excitation is taken in the form of a point harmonic force...
Analytical prediction of thermal displacement capacity of integral bridges built on sand
Dicleli, Murat (SAGE Publications, 2005-02-01)
In this research, analytical equations are developed to calculate the lateral displacement capacity and maximum length limits of integral bridges built on sand based on the low-cycle fatigue performance of the piles under cyclic thermal variations and the ultimate strength of the abutment under positive thermal variations. To formulate the displacement capacity and maximum length limits of integral bridges based on the low cycle fatigue performance of steel H-piles under cyclic thermal variations, first, H-...
Analytical modeling of reinforced concrete beam-to-column connections
Ünal, Mehmet; Burak Bakır, Burcu; Department of Civil Engineering (2010)
Prior studies indicated that beam-to-column connections of reinforced concrete (RC) moment resisting frame structures experience considerable deformations under earthquake loading and these deformations have a major contribution to story drift of the building. In current analysis and design applications, however, the connection regions are generally modeled as rigid zones and the inelastic behavior of the joint is not taken into account. This assumption gives rise to an underestimation of the story drifts a...
Farsadi, T.; Haddadpour, H.; Yuceoglu, U. (2011-11-17)
In this study, an anisotropic thin-walled "Composite Box Beam" as the "Wing System" is used to consider the effects of the fiber orientation and the lay-up configuration on the aeroelastic stability and the dynamic response of an aircraft wing. The present "Circumferentially Asymmetric Stiffness Model (CAS)" takes into account a group of non-classical effects; such as the transverse shear, the material anisotropy, warping inhibition, etc. The "Aerodynamic Strip Method" based on "Wagner Functions" in unstead...
Analytical prediction of displacement capacity and length limits of integral bridges
Dicleli, Murat (2006-12-01)
Citation Formats
M. Dicleli and E. E. Çalık, “Analytical Simulation of Cyclic Behavior of Steel Braces under Seismic Loads,” 2009, Accessed: 00, 2021. [Online]. Available: