Akış, Ebru

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Name Variants
A., Ebru
E., Akis
E., Akış
Akis E.
Akış,E.
Ebru Akış
E.,Akış
A.,Ebru
E.,Akis
Akis,E.
Akiş E.
Akış, Ebru
Akis, Ebru
Akis,Ebru
Ebru, Akış
Ebru, Akis
Job Title
Doktor Öğretim Üyesi
Email Address
ebru.akis@atilim.edu.tr
Main Affiliation
Civil Engineering
Status
Website
Scopus Author ID
Turkish CoHE Profile ID
Google Scholar ID

Sustainable Development Goals

2

ZERO HUNGER
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0

Research Products

11

SUSTAINABLE CITIES AND COMMUNITIES
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2

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14

LIFE BELOW WATER
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0

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6

CLEAN WATER AND SANITATION
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0

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1

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0

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5

GENDER EQUALITY
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0

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9

INDUSTRY, INNOVATION AND INFRASTRUCTURE
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1

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16

PEACE, JUSTICE AND STRONG INSTITUTIONS
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1

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17

PARTNERSHIPS FOR THE GOALS
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0

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15

LIFE ON LAND
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0

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10

REDUCED INEQUALITIES
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7

AFFORDABLE AND CLEAN ENERGY
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8

DECENT WORK AND ECONOMIC GROWTH
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4

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12

RESPONSIBLE CONSUMPTION AND PRODUCTION
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1

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3

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13

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0

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Documents

11

Citations

48

h-index

4

Documents

0

Citations

0

Scholarly Output

18

Articles

13

Views / Downloads

84/693

Supervised MSc Theses

5

Supervised PhD Theses

0

WoS Citation Count

23

Scopus Citation Count

35

WoS h-index

3

Scopus h-index

4

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0

Projects

0

WoS Citations per Publication

1.28

Scopus Citations per Publication

1.94

Open Access Source

8

Supervised Theses

5

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  • Article
    Citation - Scopus: 4
    Cost Efficient Design of Mechanically Stabilized Earth Walls Using Adaptive Dimensional Search Algorithm
    (Turkish Chamber of Civil Engineers, 2020) Kazemzadeh Azad,S.; Akiş,E.
    Mechanically stabilized earth walls are among the most commonly used soil-retaining structural systems in the construction industry. This study addresses the optimum design problem of mechanically stabilized earth walls using a recently developed metaheuristic optimization algorithm, namely adaptive dimensional search. For a cost efficient design, different types of steel reinforcement as well as reinforced backfill soil are treated as discrete design variables. The performance of the adaptive dimensional search algorithm is investigated through cost optimization instances of mechanically stabilized earth walls under realistic design criteria specified by standard design codes. The numerical results demonstrate the efficiency and robustness of the adaptive dimensional search algorithm in minimum cost design of mechanically stabilized earth walls and further highlight the usefulness of design optimization in engineering practice. © 2020 Turkish Chamber of Civil Engineers. All rights reserved.