BASIC PROPERTIES OF COLUMN OVERDESIGN FACTORS FOR STEEL REINFORCED CONCRETE FRAMES

Author:

KAWANO Akihiko1,MATSUI Chiaki1,SHIMIZU Rumi2

Affiliation:

1. Dept. of Architecture, Faculty of Engineering, Kyushu University

2. Nissoken Co. Ltd.

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference9 articles.

1. 10) New Zealand Standards Association. Code of Practice for the Design of Concrete Structures NZS 3101. (1982)

2. 13) KAWANO A. Nonlinear Analysis of the Time-Dependent Behaviour of Reinforced Concrete Frames. Research Report No.R125, Department of Civil and Envirounmental Engineering, The University of Adelaide. (1995)

3. 14) CLOUGH R. W. Dynamic Structures, Second Edition. McGraw-Hill. (1993)

4. 18) POPOVICS A. A Numerical Approach to the Comprete Stress-Strain Curves for Concrete. Cement and Concrete Research. (1973) vol.3, no.5,

5. 19) MENEGOTTO. Method of Analysis for Cyclically Liaded RC Frames Including Changes in Geometory and Non-Elastic Behaviour of Elements under Combined Normal Force and Bending. IABSE Congress Reports of the Working Commission Band 13. (1973)

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1. PROBABILISTIC EVALUATION OF COF FOR STEEL FRAMES CONSIDERING SYSTEM RELIABILITY;Journal of Structural and Construction Engineering (Transactions of AIJ);2011

2. A METHOD TO IMPROVE THE DISTRIBUTION OF STORY DRIFT ANGLE RESPONSES IN MULTI-STORY BUILDING WITH HYSTERETIC DAMPERES UNDER EARTHQUAKE EXCITATIONS;Journal of Structural and Construction Engineering (Transactions of AIJ);2008

3. Load Level and Target COF of Frames with Given Reliability Indices;Journal of Asian Architecture and Building Engineering;2007-11

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