Show/Hide Menu
Hide/Show Apps
Logout
Türkçe
Türkçe
Search
Search
Login
Login
OpenMETU
OpenMETU
About
About
Open Science Policy
Open Science Policy
Communities & Collections
Communities & Collections
Help
Help
Frequently Asked Questions
Frequently Asked Questions
Guides
Guides
Thesis submission
Thesis submission
MS without thesis term project submission
MS without thesis term project submission
Publication submission with DOI
Publication submission with DOI
Publication submission
Publication submission
Supporting Information
Supporting Information
General Information
General Information
Copyright, Embargo and License
Copyright, Embargo and License
Contact us
Contact us
Alleviating the Seismic Vulnerabilities of Bridges Based on Conventional Response Modification Techniques
Date
2012-12-05
Author
Dicleli, Murat
Metadata
Show full item record
Item Usage Stats
24
views
0
downloads
Cite This
URI
https://hdl.handle.net/11511/72933
Collections
Unverified, Conference / Seminar
Suggestions
OpenMETU
Core
Reliabilty-based optimization of river bridges using artificial intelligence techniques
Turan, Kamil Hakan; Yanmaz, Ali Melih; Department of Civil Engineering (2011)
Proper bridge design is based on consideration of structural, hydraulic, and geotechnical conformities at an optimum level. The objective of this study is to develop an optimization-based methodology to select appropriate dimensions for components of a river bridge such that the aforementioned design aspects can be satisfied jointly. The structural and geotechnical design parts uses a statisticallybased technique, artificial neural network (ANN) models. Therefore, relevant data of many bridge projects were ...
Probabilistic Seismic Vulnerability Assessment of Concrete Frames
Çelik, Ozan Cem (VDM Verlag Dr. Muller, 2008-01-01)
Probabilistic seismic hazard assessment for earthquake induced landslides
Balal, Onur; Gülerce, Zeynep; Department of Civil Engineering (2013)
Earthquake-induced slope instability is one of the major sources of earthquake hazards in near fault regions. Simplified tools, such as Newmark’s Sliding Block (NSB) Analysis are widely used to represent the stability of a slope under earthquake shaking. The outcome of this analogy is the slope displacement where larger displacement values indicate higher seismic slope instability risk. Recent studies in the literature propose empirical models between the slope displacement and single or multiple ground mot...
Probabilistic seismic hazard assessment for sliding displacement of slopes: an application in Turkey
Gülerce, Zeynep (2017-07-01)
Earthquake-induced slope instability is one of the major sources of earthquake hazards in near fault regions. Simplified tools such as Newmark's sliding block (NSB) analysis are widely used to estimate the sliding displacement of slopes during earthquake shaking. Additionally, empirical models for predicting NSB displacement using single or multiple ground motion intensity measures based on global (e.g. NGA-W1 database, Chiou et al. 2008) or regional datasets are available. The objective of this study is to...
Rebalancing the assembly lines with total squared workload and total replacement distance objectives
Girit, Utku; Azizoğlu, Meral (Informa UK Limited, 2020-01-01)
Assembly line balancing is an important and well recognised operations research problem. The current line balance may not stay optimal, even feasible, due to the disruptions in one or more workstations. In this study, after the disruption, we aim to rebalance the assembly line by considering the trade-off between workload balancing (fairness measure) and total replacement distance for the tasks assigned to the different workstations (stability measure). We try to generate all non-dominated objective functio...
Citation Formats
IEEE
ACM
APA
CHICAGO
MLA
BibTeX
M. Dicleli, “Alleviating the Seismic Vulnerabilities of Bridges Based on Conventional Response Modification Techniques,” 2012, Accessed: 00, 2021. [Online]. Available: https://hdl.handle.net/11511/72933.