Güneş, Burcu

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https://hdl.handle.net/20.500.14411/7815
Name Variants
Gunes,B.
B.,Güneş
Güneş,B.
B., Gunes
Burcu, Gunes
B.,Gunes
Güneş, Burcu
Gunes, Burcu
G., Burcu
Burcu, Güneş
G.,Burcu
Job Title
Doktor Öğretim Üyesi
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Main Affiliation
Department of Civil Engineering
Status
Former Staff
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Sustainable Development Goals

9

INDUSTRY, INNOVATION AND INFRASTRUCTURE
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1

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5

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2

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4

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11

SUSTAINABLE CITIES AND COMMUNITIES
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4

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17

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16

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3

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12

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15

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8

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10

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7

AFFORDABLE AND CLEAN ENERGY
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NO POVERTY
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Scholarly Output

7

Articles

3

Views / Downloads

4/0

Supervised MSc Theses

2

Supervised PhD Theses

0

WoS Citation Count

36

Scopus Citation Count

55

WoS h-index

2

Scopus h-index

3

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0

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0

WoS Citations per Publication

5.14

Scopus Citations per Publication

7.86

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1

Supervised Theses

2

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JournalCount
8th US National Conference on Earthquake Engineering 2006 -- 8th US National Conference on Earthquake Engineering 2006 -- 18 April 2006 through 22 April 2006 -- San Francisco, CA -- 924462
Advances in Materials Science and Engineering1
Journal of Performance of Constructed Facilities1
RILEM Bookseries1
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Author: Gunes, OguzStart date: 2010

Scholarly Output Search Results

Now showing 1 - 1 of 1
  • Thumbnail Image
    Article
    Citation - WoS: 15
    Citation - Scopus: 19
    Use of Uhpc in Bridge Structures: Material Modeling and Design
    (Hindawi Ltd, 2012) Gunes, Oguz; Yesilmen, Seda; Gunes, Burcu; Ulm, Franz-Joseph
    Ultra-high-performance concrete (UHPC) is a promising new class of concrete material that is likely to make a significant contribution to addressing the challenges associated with the load capacity, durability, sustainability, economy, and environmental impact of concrete bridge infrastructures. This paper focuses on the material modeling of UHPC and design of bridge girders made of UHPC. A two-phase model used for modeling the behavior of UHPC was briefly discussed, and the model was implemented in a preliminary design case study. Based on the implemented design and the reported use of UHPC in bridge applications, the advantages, limitations, and future prospects of UHPC bridges were discussed, highlighting the need for innovative research and design to make optimum use of the favorable properties of the material in bridge structures.