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Author:

Xie, Yong Ping (Xie, Yong Ping.) | Li, Zhen Bao (Li, Zhen Bao.) (Scholars:李振宝) | Song, Jia (Song, Jia.) | Du, Xiu Li (Du, Xiu Li.) (Scholars:杜修力)

Indexed by:

CPCI-S EI Scopus

Abstract:

With the development of modern constructional technique, more attention on the size effect is paid by academics and engineers. Shear failure mechanism of reinforced concrete column is analyzed firstly, and then the advances on the size effect of reinforced concrete column is introduced, the effects of sectional size on the shear behaviors of reinforced concrete column is studied by theoretical analysis and experimental summary, and the formula of the size effect of shear resistance of reinforced concrete column is proposed.

Keyword:

Size Effect Shear Force Reinforced Concrete Column Truss-Arch Model

Author Community:

  • [ 1 ] [Xie, Yong Ping]Beijing Univ Technol, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing 100124, Peoples R China
  • [ 2 ] [Li, Zhen Bao]Beijing Univ Technol, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing 100124, Peoples R China
  • [ 3 ] [Song, Jia]Beijing Univ Technol, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing 100124, Peoples R China
  • [ 4 ] [Du, Xiu Li]Beijing Univ Technol, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing 100124, Peoples R China

Reprint Author's Address:

  • [Xie, Yong Ping]Beijing Univ Technol, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing 100124, Peoples R China

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Source :

ADVANCES IN CIVIL ENGINEERING, PTS 1-4

ISSN: 1660-9336

Year: 2011

Volume: 90-93

Page: 3145-3150

Language: English

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 5

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