Discussion of paper "Seismic behavior and modeling of steel reinforced concrete (SRC) walls' by Xiaodong Ji, Ya Sun, Jiaru Qian and Xinzheng Lu, Earthquake Engineering and Structural Dynamics 2015; 44(6):955-972
Küçük Resim Yok
Tarih
2015
Yazarlar
Dergi Başlığı
Dergi ISSN
Cilt Başlığı
Yayıncı
WILEY-BLACKWELL
Erişim Hakkı
info:eu-repo/semantics/closedAccess
Özet
The paper under discussion presents a series of quasi-static tests used to examine the behavior of steel reinforced concrete (SRC) walls subjected to high axial force and lateral cyclic loading. A total of six wall specimens were designed, including five SRC walls and one reinforced concrete (RC) wall. In the Summary' section of the discussed paper, the authors state that: The use of SRC walls has gained popularity in the construction of high-rise buildings because of their superior performance over conventional RC walls'. The authors also proposed that, the SRC wall specimens showed increased flexural strength and deformation capacity relative to their RC wall counterpart. The discussion is prompted to rectify some statements and conclusions of the paper under discussion. Copyright (c) 2015 John Wiley & Sons, Ltd.
Açıklama
Anahtar Kelimeler
reinforced concrete wall, steel reinforced concrete wall, reinforcement ratio, total reinforcement ratio, boundary elements
Kaynak
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS
WoS Q Değeri
Q1
Scopus Q Değeri
Q1
Cilt
44
Sayı
14
