nkysdb: 共著者関連データベース
南井 良一郎 様の 共著関連データベース
+(A list of literatures under single or joint authorship with "南井 良一郎")
共著回数と共著者名 (a list of the joint author(s))
発行年とタイトル (Title and year of the issue(s))
1965: Ground Complianceを考慮した構造物の地震応答(第2報)
Earthquake Response of the Structure Considering the Effect of Ground Compliance
1965: ある種の弾塑性構造物の地震応答
Earthquake Response of a Certain Elasto Plastic Structure
1966: Ground Complianceを考慮した弾塑性構造物の地震応答
The Effect of Ground Compliance on Earthquake Response of Elasto Plastic Structure
1966: 弾塑性ジョイントをもつ架構の地震応答 軸力を考慮した場合
Earthquake Response of Frame Structure with Elasto Plastic Joints Considering Axial Forces of Frame Members
1966: 弾性層上の長方形基礎のGround Compliance
Dynamical Ground Compliance of Rectangular Foundation on an Elastic Stratum
1966: 松代群発地震による地盤および建築構造物の応答特性
On Response Characteristics of a Two Story, Reinforced Concrete Building to Matsushiro Earthquakes
1966: 長方形基礎をもつ構造物の動特性
Dynamical Characteristics of Structure of Rectangular Foundation
1967: RC構造物とその周辺地盤の地震応答計測(その3)
1967: RC構造物とその周辺地盤の地震応答計測(その4)
1968: RC構造物とその周辺地盤の地震応答計測(その5)
1968: 松代群発地震の観測 建築構造物および周辺地盤の応答について(第2報)
Observations of the Matsushiro Earthquakes On the Response Characteristics of a Building Structure and Neighbouring Ground (Second Report)
1970: 不均質粘弾性地盤の波動伝達特性について
Wave Transfer Functions of Inhomogeneous Linear Viscoelastic Multi Layered Media
1970: 長方形基礎の加振による半無限粘弾性地盤の振動特性(その2)
Vibrational Characteristics of Semi Infinite Visco Elastic Medium to Surface Excitations on a Rectangular Area (Part 2)
1971: 長方形基礎の加振による半無限粘弾性地盤の振動特性(その3)
Vibrational Characteristics of a Semi Infinite Visco Elastic Medium to Surface Excitations on a Rectangular Area (Part 3)
1976: 成層地盤中に根入された基礎構造物の振動特性
Vibrational Characteristics of Sub Structures Embedded in a Layered Medium
1976: 成層構造をもつ基礎地盤の動特性
Dynamic Characteristics of a Layered Sub Soil Ground
1981: 建築構造物の確率論的地震応答解析について
On a Probabilistic Seismic Response Analysis of Building Structures
1991: 長周期微動の観測による1989 Loma Prieta地震被害地域の地盤震動特性
Amplification of Long Period Microtremors Due to Soil Deposits in the Areas Affected by the 1989 Loma Prieta Earthquake, California