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Murat Dicleli
E-mail
mdicleli@metu.edu.tr
Department
Department of Engineering Sciences
ORCID
0000-0002-1869-937X
Scopus Author ID
7003364965
Web of Science Researcher ID
A-6815-2018
Publications
Theses Advised
Open Courses
Projects
Comparative seismic behavior assessment of a new damper-equipped and conventional chevron-braced frames
Milani, Ali Salem; Dicleli, Murat (2023-02-01)
This paper presents the results of experimental studies performed on three 1/3-scale steel building frames for comparative assessment of the cyclic behavior of a Chevron frame equipped with a newly-developed damper, THDF (...
Effect of pile orientation on the fatigue performance of jointless bridge H-piles subjected to cyclic flexural strains
Karalar, Memduh; Dicleli, Murat (2023-02-01)
This paper explores the effect of pile orientation on the low cycle fatigue (LCF) performance of steel H–piles (SPs) at jointless bridge (JB) abutments via experimental testing and finite element simulation. The experiment...
Cyclic Performance of Integral Bridge Steel H-Piles due to Seasonal Temperature Variations: Finite Element Approach and Experimental Testing
Dicleli, Murat (2022-11-21)
Integral abutment bridges (IABs) are those bridges without expansion joints. A single row of steel H-piles (SHPs) is commonly used at the thin and stub abutments of IABs to form a flexible support system at the bridge ends...
Cyclic Performance of Integral Bridge Steel H-Piles due to Seasonal Temperature Variations: Experimental Testing and Finite Element Approach
Dicleli, Murat (2022-09-18)
Integral abutment bridges (IABs) are those bridges without expansion joints. A single row of steel H-piles (SHPs) is commonly used at the thin and stub abutments of IABs to form a flexible support system at the bridge ends...
LOW CYCLE FATIGUE LIFE ESTIMATION OF STEEL H PILES VIA FINITE ELEMENT APPROACH
Dicleli, Murat; Karalar, Memduh (2022-07-20)
Integral abutment bridges (IABs) are those bridges without expansion joints. A single row of steel H-piles (SHPs) is commonly used at the thin and stub abutments of IABs to form a flexible support system at the bridge ends...
A CASE STUDY FOR SEISMIC ISOLATION DESIGN OF BRIDGES IN COLD CLIMATES
Dicleli, Murat; Salem Milani, Ali; Harputoğlu, Zeki (2022-07-20)
The seismic and in-service performance of seismic isolation bearings is significantly affected by cold climates. The stiffness of rubber isolators and dry surface friction coefficient of curved surface sliding isolators in...
SEISMIC ISOLATION DESIGN OF BRIDGES IN TURKEY IN COMPLIANCE WITH NEWLY DEVELOPED DESIGN SPECIFICATIONS
Dicleli, Murat; Kurtman, Burak; Salem Milani, Ali (2022-07-20)
Under the sponsorship of General Directorate of Highways of Turkey, a new specification is developed for the seismic isolation design of highway and railway bridges. This paper describes the distinct features of the newly ...
IMPROVING THE FATIGUE PERFORMANCE OF INTEGRAL BRIDGE STEEL H-PILES VIA SPECIAL DESIGN DETAILING
Dicleli, Murat; Karalar, Memduh (2022-07-20)
In integral bridges (IBs), when the steel H-piles (SHPs) at the abutments are subjected to large strain amplitudes due to thermal induced displacements, the presence of axial load, depending on the flexural strain level, i...
PLANNING AND DESIGN OF INTEGRAL ABUTMENT BRIDGES UNDER SERVICE AND SEISMIC LOADS
Dicleli, Murat (2022-07-19)
This course is composed of two parts. The first part will provide general information on the planning and design of integral bridges under service and seismicloads and the second part will cover dynamic analysis and seismi...
Novel hysteretic damper to improve the distribution of story drifts and energy dissipation along the height of braced frames
Milani, Ali Salem; Dicleli, Murat (2022-06-01)
A novel hysteretic damper is designed for deployment in Chevron-braced frames of buildings to improve their seismic performance. The new damper, Torsional Hysteretic Damper for Frames (THDF), is a device that utilize torsi...
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