?

Details
Table Card RUSMARC
Title: High-strength steel effects on the behavior of special shear walls // Magazine of Civil Engineering. – 2022. – № 3 (111). — С. 11102
Creators: Arshadi H.; Kheyroddin A.; Asadollahi Nezhad A.
Imprint: 2022
Collection: Общая коллекция
Subjects: Строительство; Строительная механика; high-strength steels; shear walls of canvases (construction); shear walls; shear of the cut walls; concrete strength; boundary elements (construction); высокопрочные стали; сдвиговые стенки полотен (строительство); срезные стенки; сдвиг стенок среза; прочность бетона; граничные элементы (строительство)
UDC: 624.04
LBC: 38.112
Document type: Article, report
File type: PDF
Language: English
DOI: 10.34910/MCE.111.2
Rights: Свободный доступ из сети Интернет (чтение, печать, копирование)
Record key: RU\SPSTU\edoc\68923

Allowed Actions: Read Download (0.9 Mb)

Group: Anonymous

Network: Internet

Annotation

In this research, the effects of applying high-strength steel (HSS) bars as horizontal and vertical bars of the web, and as the flexural and shear bars of the boundary elements on the behavior (load-displacement and maximum moment) of shear walls, were analytically investigated in 45 specimens by finite element analysis (FEA). In addition, the influence of concrete strength along with using HSS bars in the shear walls was studied. The results showed that HSS application as flexural bars of boundary elements improved the performance of shear walls more than other cases of bar locations. However, their shear reinforcement application did not affect their performance significantly. Moreover, HSS usage as the horizontal and vertical bars of the web of the shear walls improved the performance of the specimens. Finally, using higher-strength steel was more effective on the shear performance of shear walls than their moment performance.

Document access rights

Network User group Action
ILC SPbPU Local Network All Read Print Download
-> Internet All Read Print Download

Table of Contents

  • High-strength steel effects on the behavior of special shear walls
    • 1. Introduction
    • 2. Methods
      • 2.1. Concrete Damage Plasticity (CDP)
      • 2.2. Finite Element Analysis
      • 2.3. Mesh Configuration
      • 2.4. Detail of Specimens
    • 3. Results and Discussion
      • 3.1. Load-Displacement Diagrams
      • 3.2. Base Shear
      • 3.3. Ultimate Moment
    • 4. Conclusion

Included in

Magazine of Civil Engineering / Санкт-Петербургский политехнический университет Петра Великого. — Санкт-Петербург: СПбПУ, 2020-. — Периодичность: 8 раз в год. — Выходит с 2020 г. — Загл. с титул. экрана. — Свободный доступ из сети Интернет (чтение, печать, копирование). — Электрон. журнал. — Текст: электронный

Magazine of Civil Engineering / Санкт-Петербургский политехнический университет Петра Великого. — Санкт-Петербург: СПбПУ, 2020-. № 3 (111), 2022. — 1 файл (12,9 Мб). — Свободный доступ из сети Интернет (чтение, печать, копирование). — Электрон. журнал. — <URL:http://elib.spbstu.ru/dl/2/j22-217.pdf>.

Usage statistics

stat Access count: 119
Last 30 days: 4
Detailed usage statistics