建議一
相關規範的研擬：立即可行建議 主辦機關：內政部建築研究所 協辦機關：內政部建築研究所
針對鋼筋混凝土與鋼梁的並聯剪力牆系統，目前國內「建築物耐震設 計規範」” (內政部營建署，2011) 並無類似結構系統的相關設計規範，根 據國外文獻，只要連接處的細部設計完善，鋼梁並聯剪力牆系統可以沿用 鋼筋混凝土並聯剪力牆系統的耐震設計值。
建議二
並聯剪力牆系統內的剪力強度設計：立即可行建議 主辦機關：內政部建築研究所
協辦機關：內政部建築研究所
目前規範並無針對並聯剪力牆系統內的剪力牆剪力強度作明確的規範，
剪力需求主要來自結構分析的結果來作設計，本研究建議鋼筋混凝土並聯 剪力牆內的剪力牆剪力強度設計應考慮材料超額強度 (overstrength) ，至少 需達 1.25 倍的彎矩強度，特別在使用新材料或新工法的並聯剪力牆系統內，
以避免剪力牆過早剪力破壞 (premature failure)。
建議三
推動低降伏鋼在不同跨深比耦合剪力梁的研究：中長期建議 主辦機關：內政部建築研究所
協辦機關：內政部建築研究所
目前從事低降伏鋼的相關研究非常有限，既有的文獻均探討高寬比約 1.0 的剪力降伏行為，然而耦合剪力梁的跨深比會隨著不同建築規劃而改 變，本計畫主要針對跨深比為 1.0 的耦合剪力梁做研究，未來可以推動低 降伏鋼在不同跨深比耦合剪力梁的研究。
建議四
舉辦並聯剪力牆系統及相關研究課題之成果發表會：中長期建議 主辦機關：內政部建築研究所
協辦機關：內政部建築研究所
並聯剪力牆系統在國外使用相當普遍，國內則還是以抗彎矩構架的設 計為主，過去的文獻已經說明並聯剪力牆系統在抵抗地震力與經濟上的優 勢，本次研究成果證實，鋼筋混凝土並聯剪力牆系統在符合規範的設計下，
可以得到理想的耐震行為，最大層間位移達到 3.00%，滿足大部分的設計 需求，希望可以推動國內使用並聯剪力牆系統的趨勢。
附錄一 專家座談會會議記錄
在實地操作上實屬不易，是否
第二次專家座談會建議事項
附錄二
期中與期末審查會議記錄
期末審查會議紀錄
期末審查會議紀錄 (續)
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