EXPERIMENTAL STUDY ON DYNAMIC RESPONSE CHARACTERISTICS OF STEEL FRAME INCORPORATED WITH LEAD DAMPER INTO BEAM SPLICE

Author:

KOHZU Isao1,KITOKI Ryo1,MIZUTANI Satoshi1,SUITA Keiichiro2

Affiliation:

1. Dept. of Architectural Eng., Osaka Univ.

2. Div. of E.D.P., D.P.R.I. of Kyoto Univ.

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference5 articles.

1. 4) BUTTERWORTH J. W. Seismic response of steel frames containing hierarchical friction dissipating joints. Mechanics of Structures and Materials, Bradford. (1999)

2. 6) SKINNER RI. An introduction to seismic isolation. John Wiley & Sons. (1993)

3. 7) POPOV E. P. New directions in structural seismic design. Earthquake Spectra. (1993) vol.9, no.4, p.845-875.

4. 8) POPOV E. P. Developments in seismic structural analysis and design. S. Engineering Structures. (1995) vol.17, no.3, p.187-197.

5. FUNDAMENTAL STUDY ON DAMPING CAPACITY OF LEAD BEARING DAMPER

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1. SHEAR-TRANSFER-MECHANISM BASED ON CONNECTION ELEMENTS AT THE TOP FLANGE OF BEAM-ENDS;Journal of Structural and Construction Engineering (Transactions of AIJ);2006

2. BEHAVIOR OF BEAM SPLICES WITH ENERGY DISSIPATING ELEMENTS AT THE BOTTOM FLANGE;Journal of Structural and Construction Engineering (Transactions of AIJ);2005

3. NEW DUCTILE STEEL FRAMES LIMITING DAMAGE TO CONNECTION ELEMENTS AT THE BOTTOM FLANGE OF BEAM-ENDS : Part 3 Experimental evaluation of composite effects and damage to concrete slab;Journal of Structural and Construction Engineering (Transactions of AIJ);2005

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