Exceedance Probability in Combinations of Stochastic Loads and its Application to Probability-based Limit State Design

When st 巳ei and concrete composite structures are designed by using the limit state design method based en the reliabnity analysis ， it is required to obtain appropriate resistance factors for members in し he structures， The purpose of Ihis paper is to obtain resistance factors fof匸wo types ofcomposite columns on thε ultimate state ． One ofthe し ypes iss し eei reinforced concrete columns and the ther concrete − filled tubular columns ． Tbe resistanGe factors are deLermined by collsidering probabilistic properues for both nlember streng［ hs and applied IQads including seismic forces ， TherefQre ， the 且 oad factors for 山 e composite columns are also discussed in the paper ．

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Resistance Factors of Steel and Concrete Composite Columns

Sakai

純一

Akihiko³

et al. 1995

Nihon Kenchiku Gakkai Kozokei Ronbunshu

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Recent Revision of Japanese Building Code on Snow Load and Further Research Needs.

Mihashi

Takahashi

Okada

2001

Journal of Snow Engineering of Japan

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SYNOPSISRecently Japanese Building Code was revised. During the revision process, ISO4355 and the recommendation for snow loads on buildings issued in 1993 by the Architectural Institute of Japan (AIJ) were carefully reviewed. In this paper, the basic concept and statistical background of the AIJ's 1993 recommendation for snow loads on buildings and the outline of the revised building code on snow loads are presented and some further research needs are discussed.

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Exceedance Probability in Combinations of Stochastic Loads and its Application to Probability-based Limit State Design

Cited by 2 publications

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Resistance Factors of Steel and Concrete Composite Columns

Resistance Factors of Steel and Concrete Composite Columns

Recent Revision of Japanese Building Code on Snow Load and Further Research Needs.

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