New model for plastic design of continuous prestressed concrete beams (III) - Recommendations for plastic design of continuous prestressed concrete beams

He Ping Li; Ying Wang; Wen Zhong Zheng

New model for plastic design of continuous prestressed concrete beams (III) - Recommendations for plastic design of continuous prestressed concrete beams

He Ping Li^*
, Ying Wang
, Wen Zhong Zheng

^*Corresponding author for this work

School of Civil Engineering, Harbin Institute of Technology

Research output: Contribution to journal › Article › peer-review

Abstract

The process of plastic design of indeterminate prestressed concrete structures is extremely complicated. For applying new model of plastic design conveniently, at the same time, satisfying better service, bearing capacity, fire resistance and endurance, etc., recommendations for plastic design of indeterminate prestressed concrete structures are given, based on traditional design method and unified design method, and a numerical example is used to illustrate calculation process and design method by it for engineering to refer.

Original language	English
Pages (from-to)	10-13
Number of pages	4
Journal	Harbin Jianzhu Daxue Xuebao/Journal of Harbin University of Civil Engineering and Architecture
Volume	35
Issue number	6
State	Published - Dec 2002
Externally published	Yes

Keywords

Concrete
Indeterminate
Plastic design
Prestressing
Structure

Cite this

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title = "New model for plastic design of continuous prestressed concrete beams (III) - Recommendations for plastic design of continuous prestressed concrete beams",

abstract = "The process of plastic design of indeterminate prestressed concrete structures is extremely complicated. For applying new model of plastic design conveniently, at the same time, satisfying better service, bearing capacity, fire resistance and endurance, etc., recommendations for plastic design of indeterminate prestressed concrete structures are given, based on traditional design method and unified design method, and a numerical example is used to illustrate calculation process and design method by it for engineering to refer.",

keywords = "Concrete, Indeterminate, Plastic design, Prestressing, Structure",

author = "Li, \{He Ping\} and Ying Wang and Zheng, \{Wen Zhong\}",

year = "2002",

month = dec,

language = "英语",

volume = "35",

pages = "10--13",

journal = "Harbin Jianzhu Daxue Xuebao/Journal of Harbin University of Civil Engineering and Architecture",

issn = "1006-6780",

publisher = "Harbin Jianzhu Daxue/Harbin University of Architecture and Engineering",

number = "6",

}

New model for plastic design of continuous prestressed concrete beams (III) - Recommendations for plastic design of continuous prestressed concrete beams. / Li, He Ping; Wang, Ying; Zheng, Wen Zhong.
In: Harbin Jianzhu Daxue Xuebao/Journal of Harbin University of Civil Engineering and Architecture, Vol. 35, No. 6, 12.2002, p. 10-13.

Research output: Contribution to journal › Article › peer-review

TY - JOUR

T1 - New model for plastic design of continuous prestressed concrete beams (III) - Recommendations for plastic design of continuous prestressed concrete beams

AU - Li, He Ping

AU - Wang, Ying

AU - Zheng, Wen Zhong

PY - 2002/12

Y1 - 2002/12

N2 - The process of plastic design of indeterminate prestressed concrete structures is extremely complicated. For applying new model of plastic design conveniently, at the same time, satisfying better service, bearing capacity, fire resistance and endurance, etc., recommendations for plastic design of indeterminate prestressed concrete structures are given, based on traditional design method and unified design method, and a numerical example is used to illustrate calculation process and design method by it for engineering to refer.

AB - The process of plastic design of indeterminate prestressed concrete structures is extremely complicated. For applying new model of plastic design conveniently, at the same time, satisfying better service, bearing capacity, fire resistance and endurance, etc., recommendations for plastic design of indeterminate prestressed concrete structures are given, based on traditional design method and unified design method, and a numerical example is used to illustrate calculation process and design method by it for engineering to refer.

KW - Concrete

KW - Indeterminate

KW - Plastic design

KW - Prestressing

KW - Structure

UR - https://www.scopus.com/pages/publications/0036951321

M3 - 文章

AN - SCOPUS:0036951321

SN - 1006-6780

VL - 35

SP - 10

EP - 13

JO - Harbin Jianzhu Daxue Xuebao/Journal of Harbin University of Civil Engineering and Architecture

JF - Harbin Jianzhu Daxue Xuebao/Journal of Harbin University of Civil Engineering and Architecture

IS - 6

ER -

New model for plastic design of continuous prestressed concrete beams (III) - Recommendations for plastic design of continuous prestressed concrete beams

Abstract

Keywords

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