1) Japan Building Disaster Prevention Association: Standard for Post earthquake Damage Level Classification of Buildings, 2016.3 (in Japanese)日本建築防災協会:震災建築物の被災度区分判定基準及び復旧技術指針, 2016.3
2) Maeda, M. and Miura, K.: Post-Earthquake Damage Evaluation for Reinforced Concrete Buildings with Various Collapse Mechanism, 15th World Conference on Earthquake Engineering, 2012.9
3) Matsukawa, K. and Maeda, M.: Practical Collapse Assessment for Reinforced Concrete Structures Based on Seismic Response Spectrum, Tenth U.S. National Conference on Earthquake Engineering, 2014.7
4) Fujita, K., Maeda, M. et al.: Residual Seismic Capacity Evaluation for RC Frames with Multi-story Flexural Wall, Proceedings of Japan Concrete Institute, Vol.41, No.2, pp.799-804, 2019.7 (in Japanese) 藤田起章,前田匡樹ほか:曲げ破壊型連層耐震壁を有するRC造架構造の残存耐震性能評価,コンクリートエ学年次論文集Vol.41, No.2, pp.799-804, 2019.7
5) Katsumata, H., Shirai, K. et al.: Shaking Table Test of R/C 4 Story Shear Wall Frame Model with Multi Directional Input Motion (Part 1-2), Summary of Technical Papers of Annual Meeting, Architectural Institute of Japan, Structures-IV, pp.407-410, 2005.7 (in Japanese) 勝俣英雄,白井和貴ほか:鉄筋コンクリート造4層壁フレーム模型の多方向入力振動台実験(その1-2),日本建築学会大会学術講演梗概集,構造-IV, pp.407-410, 2005.7
6) Matsumori, T., Shirai, K. and Kabeyasawa, T.: Study on Seismic Performance of R/C Wall-frame Structures Based on Large-scale Shaking Table Test, Journal of Structural and Construction Engineering (Transactions of Al J), Vol.73, No.614, pp.85-90, 2007.4 (in Japanese)松森泰造,白井和貴,壁谷澤寿海:大型振動台による鉄筋コンクリート耐 震壁フレーム構造の耐震性に関する研究,日本建築学会構造系論文集, Vol.73, No.614, pp.85-90, 2007.4
7) Sugimoto, K, Katsumata, H. et al.: Shaking Table Test of 6-Story Wall Frame Building to Investigate Collapse Process of RC Buildings, 17th World Conference on Earthquake Engineering, 2017.1
8) Architectural Institute of Japan (2004), Guidelines for Performance Evaluation of Earthquake Resistant Reinforced Concrete Buildings (Draft), (in Japanese) 日本建築学会:鉄筋コンクリート造建物の耐震性能評価指針(案)・同解説, 2004.7
9) Miura, K., Maeda, M. et al.: Evaluation Method of Contribution Factor of Structural Member for Seismic Capacity of Single-story RC frames Considering Strength and Energy Dissipation, Journal of Structural and Construction Engineering (Transactions of Al J), Vol.77, No.678, pp.1283-1290, 2012.8 (in Japanese) 三浦耕太,前田匡樹ほか:部材耐力と減衰を考慮したRC造1層架構の耐震性能に及ぼす各部位の影響度評価法,日本建築学会構造系論文集,Vol.77, No.678, pp.1283-1290, 2012.8
10) Matsukawa, K. and Maeda, M.: Methodology to Evaluate the Collapse Limit State of R/C Frames Based on the Seismic Response Spectrum, Japan Architectural Review, Vol.l, No.4, pp.432-442, 2018.10
11) Hao, L., Jin, K. and Maeda, M.: Residual Seismic Capacity Evaluation for Damaged RC Buildings with Mixed Failure Mode Considering Reduction of Seismic Performance, Proceedings of Japan Concrete Institute, Vol.39, No.2, pp.721-726, 2017.7 (in Japanese) Hao Linfei,晋沂雄,前田匡樹:破壊モード混在型被災RC造架構における構造性能低下を考慮した残存耐震性能評価法,コンクリートエ学年次論文集 Vol.39, No.2, pp.721-726, 2017.7
12) Information Center for Building Administration: Technological Related to Structures of Buildings, 2015.6 (in Japanese) 建築行政情報センター: 2015年版建築物の構造関係技術基準解説書, 2015.6
13) Architectural Institute of Japan, Design Guidelines for Earthquake Resistant Reinforced Concrete Buildings Based on Inelastic Displacement Concept, Japan,1999.9 (in Japanese) 日本建築学会:鉄筋コンクリート造建物の靭性保証型耐震設計指針・同解説,1999.9
14) Building Research Institute: Investigation on Structural Performance Evaluation of RC Members using Comprehensive Experimental Database, 2016.11(in Japanese) 建築研究所:実験データベースを用いた鉄筋コンクリート造部材の構造特性評価式の検証,2016.11
15) Shibata, A.: Dynamic Analysis of Earthquake Resistant Structures, 2010.4
16) Kuramoto, H.: Earthquake Response Characteristics of Equivalent SDOF System Reduced from Multi-story Buildings and Prediction of Higher Mode Responses, Journal of Structural and Construction Engineering (Transactions of AIJ), No.580, pp.61-68, 2004.6 (in Japanese) 倉本洋:多層建築物における等価1自由度系の地震応答特性と高次モード応答の予測,日本建築学会構造系論文集,No.580, pp.61-68, 2004.6