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

Development of strength reduction factors for performance-based seismic design of bridges in far-fault seismic regions Rabaia, Tareq; Dicleli, Murat (2024-11-01) In this paper, strength reduction factors (R-factors) for performance-based seismic design of bridges in far-fault seismic regions are developed. Response spectrum analyses (RSA) and nonlinear time history analyses (NTHA) ...
Effect of dynamic soil-structure interaction modeling assumptions on the calculated seismic response of railway bridges with single-column piers resting on shallow foundations İmamoğlu, Çağrı; Dicleli, Murat (2024-06-01) In this study, the effect of dynamic soil-structure modelling assumptions on the calculated seismic response of railway bridges with single column piers resting on shallow foundations is investigated. For this purpose, 10 ...
Newly Developed Design Specifications for Seismic Isolated Bridges in Türkiye and Comparison with EN and US Design Specifications Dicleli, Murat (2023-11-26)
New Seismic Isolated Bridge Design Specifications of Türkiye: A Comparative Evaluation with Respect to European and US Design Standards Dicleli, Murat (2023-11-10)
New Turkish Seismic Isolation Design Specifications for Bridges Dicleli, Murat (2023-09-21)
Design Detailing to Avoid Flange Buckling and Alleviate Associated Fatigue Damage in Integral Bridge H-Piles under Cyclic Thermal Displacements Dicleli, Murat; KARALAR, MEMDUH (2023-06-07)
Investigation of Low-Cycle Fatigue in Integral Bridge Steel H-Piles Due to Thermal-Induced Cyclic Displacements via Experimental Testing and Numerical Simulation Dicleli, Murat; KARALAR, MEMDUH (2023-06-07)
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...
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 (...
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...

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