Effect of plan configuration of reinforced concrete shear walls on the behavior of flat slab buildings

被引：0
|
作者：
Bozer A. [1 ]
机构：
[1] Nuh Naci Yazgan Üniversitesi, İnşaat Mühendisliği Bölümü, Kayseri
来源：
Teknik Dergi/Technical Journal of Turkish Chamber of Civil Engineers | 2020年 / 31卷 / 01期
关键词：
Flat slab; Non-linear behavior; Push-over analysis; Seismic performance; Shear wall; Time history analyses;
D O I：
10.18400/TEKDERG.406060
中图分类号：
学科分类号：
摘要：
In this study, the effect of plan configuration of shear walls on the behavior of flat slab building is investigated. For this purpose two seven-story flat slab buildings are designed. In one of the buildings, plan configuration of shear walls is selected symmetrical, whereas in the other building plan configuration is selected to cause torsional irregularity. Seismic performances of both buildings are then investigated by push-over and time-history analyses. It is observed that plan configuration of structural walls has a significant effect on overall ductility of the flat slab buildings. © 2020 Turkish Chamber of Civil Engineers. All rights reserved.
引用
收藏
页码：9733 / 9753
页数：20
相关论文
共 50 条
  • [1] Effect of Plan Configuration of Reinforced Concrete Shear Walls on the behavior of Flat Slab Buildings
    Bozer, Ali
    TEKNIK DERGI, 2020, 31 (01): : 9733 - 9753
  • [2] Cost optimisation of reinforced concrete flat slab buildings
    Sahab, MG
    Ashour, AF
    Toropov, V
    ENGINEERING STRUCTURES, 2005, 27 (03) : 313 - 322
  • [3] A hybrid genetic algorithm for reinforced concrete flat slab buildings
    Sahab, MG
    Ashour, AF
    Toropov, VV
    COMPUTERS & STRUCTURES, 2005, 83 (8-9) : 551 - 559
  • [4] Punching shear behavior of concrete flat plate slab reinforced with carbon fiber reinforced polymer rods
    Li, Ran
    Cho, Young Sang
    Zhang, Sumei
    COMPOSITES PART B-ENGINEERING, 2007, 38 (5-6) : 712 - 719
  • [5] Effect of soil stiffness on seismic response of reinforced concrete buildings with shear walls
    Jayalekshmi B.R.
    Chinmayi H.K.
    Innovative Infrastructure Solutions, 2016, 1 (1)
  • [6] Effect of Shear Wall Ratio to Interstorey Drift in Reinforced Concrete (R/C) Buildings With Flat Slab With Continuous Drop Panel
    Sagliyan, Sibel
    Sayin, Erkut
    Yon, Burak
    PAMUKKALE UNIVERSITY JOURNAL OF ENGINEERING SCIENCES-PAMUKKALE UNIVERSITESI MUHENDISLIK BILIMLERI DERGISI, 2012, 18 (03): : 209 - 220
  • [7] Shear behavior of reinforced concrete coupling beam in shear walls
    Fu, Qixin
    Luo, Muxin
    Huanan Ligong Daxue Xuebao/Journal of South China University of Technology, 1993, 21 (03):
  • [8] Performance of reinforced concrete flat slab strengthened with CFRP for punching shear
    Ghayeb, Haider Hamad
    Atea, Rafid Saeed
    Al-Kannoon, Muslim Abdul-Ameer
    Lee, Foo Wei
    Wong, Leong Sing
    Mo, Kim Hung
    CASE STUDIES IN CONSTRUCTION MATERIALS, 2023, 18
  • [9] Evaluation of the seismic behavior of reinforced concrete structures with flat slab-column gravity frame and shear walls through nonlinear analysis methods
    Mohammad Amir Najafgholipour
    SHeidarian Radbakhsh
    EErfani
    Earthquake Engineering and Engineering Vibration, 2024, 23 (03) : 713 - 726
  • [10] Evaluation of the seismic behavior of reinforced concrete structures with flat slab-column gravity frame and shear walls through nonlinear analysis methods
    Najafgholipour, M. A.
    Radbakhsh, S. Heidarian
    Erfani, E.
    EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION, 2024, 23 (03) : 713 - 726
12345