Structural design of concrete to EC2 and GB50010-2010: A comparison

Yida Guo; Guobin Gong; Chee Chin; Cheng Zhang

doi:10.1051/matecconf/201817501039

Structural design of concrete to EC2 and GB50010-2010: A comparison

Yida Guo^*
, Guobin Gong
, Chee Chin
, Cheng Zhang

^*Corresponding author for this work

Department of Civil Engineering

Xi'an Jiaotong-Liverpool University

Research output: Contribution to journal › Conference article › peer-review

10 Citations (Scopus)

Abstract

We mainly compares the differences and similarities in the design using the Chinese code GB50010-2010 (modified in 2015) and Eurocode 2. The paper focuses on the comparison of the two design codes in relation to the ultimate limit state (ULS) and serviceability limit state (SLS) as well as durability requirements. Also, the material specifications using both codes are discussed in relation to stress-strain curves, strength grades etc.

Original language	English
Article number	01039
Journal	MATEC Web of Conferences
Volume	175
DOIs	https://doi.org/10.1051/matecconf/201817501039
Publication status	Published - 2 Jul 2018
Event	2018 International Forum on Construction, Aviation and Environmental Engineering-Internet of Things, IFCAE-IOT 2018 - Guangzhou, China Duration: 11 May 2018 → 13 May 2018

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10.1051/matecconf/201817501039

Cite this

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title = "Structural design of concrete to EC2 and GB50010-2010: A comparison",

abstract = "We mainly compares the differences and similarities in the design using the Chinese code GB50010-2010 (modified in 2015) and Eurocode 2. The paper focuses on the comparison of the two design codes in relation to the ultimate limit state (ULS) and serviceability limit state (SLS) as well as durability requirements. Also, the material specifications using both codes are discussed in relation to stress-strain curves, strength grades etc.",

author = "Yida Guo and Guobin Gong and Chee Chin and Cheng Zhang",

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AU - Guo, Yida

AU - Gong, Guobin

AU - Chin, Chee

AU - Zhang, Cheng

PY - 2018/7/2

Y1 - 2018/7/2

N2 - We mainly compares the differences and similarities in the design using the Chinese code GB50010-2010 (modified in 2015) and Eurocode 2. The paper focuses on the comparison of the two design codes in relation to the ultimate limit state (ULS) and serviceability limit state (SLS) as well as durability requirements. Also, the material specifications using both codes are discussed in relation to stress-strain curves, strength grades etc.

AB - We mainly compares the differences and similarities in the design using the Chinese code GB50010-2010 (modified in 2015) and Eurocode 2. The paper focuses on the comparison of the two design codes in relation to the ultimate limit state (ULS) and serviceability limit state (SLS) as well as durability requirements. Also, the material specifications using both codes are discussed in relation to stress-strain curves, strength grades etc.

UR - https://www.scopus.com/pages/publications/85056720358

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DO - 10.1051/matecconf/201817501039

M3 - Conference article

AN - SCOPUS:85056720358

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JF - MATEC Web of Conferences

M1 - 01039

Y2 - 11 May 2018 through 13 May 2018

ER -

Structural design of concrete to EC2 and GB50010-2010: A comparison

Abstract

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