EFFECT OF MULTI-LAYER LEANING COLUMN ON DAMAGE CONCENTRATION MITIGATION OF MULTI-STORY STEEL MOMENT RESISTING FRAMES WITH MID-STORY PIN COLUMN BASE SYSTEM

Author:

FURUKAWA Sachi1,TAMURA Naoki1,KIMURA Yoshihiro1

Affiliation:

1. Graduate School of Eng., Tohoku University

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference19 articles.

1. 1) National Institute for Land and Infrastructure Management Ministry of Land, Infrastructure, Transport and Tourism, Japan. Building Research Institute, National Research and Development Agency.: Structural related technical standard commentary on buildings - 2015 edition, 2015(in Japanese)

2. 2) Shimada, Y., Suita, K., Yamada, S., Matsuoka, Y., Tada, M., Ohsaki, M. and Kasai, K. : Experimental Procedure and Elastic Response Characteristics of Shaking Table Test - Complete Collapse Test of Full-Scale 4-Story Steel Building Part 3, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol. 75, No. 653, pp. 1351-1360, 2010.7 (in Japanese)

3. 3) Kaneda, K., Kimura, Y., Hamasaki, S. and Wada, A. : Proposal of New Column Support System for Multi-Story Moment Resisting Structures to Perform Beam Yielding Mechanism, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol. 75, No. 654, pp. 1537-1546, 2010.8 (in Japanese)

4. 4) Kaneda, K., Kimura, Y., Miyahara, N. and Wada, A. : Ultimate Seismic Capacity of Multi-Story Steel Moment Resisting Frames Having New Column Support System, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol. 76, No. 661, pp. 649-658, 2011.3 (in Japanese)

5. 5) Kimura, Y., Kaneda, K. and Wada, A. : Estimation of Ultimate Seismic Capacity and Column Demand of Multi-Story Steel Moment Resisting Frames with New Column Support System to Fishbone-Shaped Frame, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol. 77, No. 675, pp. 765-773, 2012.5 (in Japanese)

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