FUNDAMENTAL STUDY ON THE EARTHQUAKE RESISTANT BEHAVIOUR OF MULTI-BAY SHEAR WALLS : Part 1 Experimental study on multi-bay shear walls
連スパン壁の耐震性に関する基礎的研究 : その1 連スパン壁の水平加力実験

Kazuhiko OHTA, Takayuki SHIMAZU, Hideo ARAKI
1991 Journal of Structural and Construction Engineering (Transactions of AIJ)  
This paper presents the contents of the static loading test done on the models of three − bay shear walls to clarify the earthquake resistant behaviours of this kind of walls , with emphasis on the effects of the size Qf openings in walls , wall reinforcement ratio and inner columns . Based o 皿 the discussions on the test results and the contents reported in Ref, ( 1) , each equation for evaluating lateral initia [ stiffness , shear ・ stiffness degradation ratio and maximum shear strepgth of
more » ... ti − bay shear 亭 trength is proposed . Keytt ・ ordS :multi − bay shear rvails , latenat initial stiffn 彦∬ , shear sttffness degradOti ・η ・α' ゴ θ μ 副 叨 祝 鋭 shear strength , Pen
doi:10.3130/aijsx.423.0_35 fatcat:b33ofse6iraxrhge2xrr36jw74