2016-08-012024-05-18https://scholars.lib.ntu.edu.tw/handle/123456789/700845摘要：台灣四面環海，許多人口密集區距海近，含氯離子之海風吹拂容易引致鋼筋腐蝕；另外國內許多鋼筋混凝土建築構造氯離子含量過高，導致鋼筋過早產生鏽蝕。鋼筋腐蝕造成斷面積縮小與孔蝕、破壞握裹、造成混凝土膨脹剝落，可大幅降低結構耐震安全。國內低矮鋼筋混凝土建築為數眾多，例如沿街店鋪式住宅等，許多有鋼筋腐蝕之現象，但綜觀國內工程界，以及國內外相關研究文獻，卻缺乏一套經試驗研究佐證、能考慮鋼筋腐蝕之耐震評估方法。本計畫擬針對低矮鋼筋混凝土建築，進行腐蝕鋼筋混凝土牆、雙向版與梁柱接頭之試驗研究，本計畫為延續申請者即將於2014/7底結束之國科會計畫，該計畫針對低矮鋼筋混凝土建築腐蝕梁（包含單向版）與柱進行耐震行為試驗研究。本計畫合併申請者前述國科會計畫，預計建立完整適用腐蝕低矮鋼筋混凝土建築之耐震評估方法。<br> Abstract: Taiwan is an island surrounded by oceans. Many of the populated areas are close to sea. Wind-borne salt can bring chloride to surface of reinforced concrete buildings, causing steel reinforcement corrosion. Moreover, many reinforced concrete buildings in Taiwan have high chloride content, leading to a premature steel reinforcement corrosion in the design life span of the buildings. Steel corrosion causes reduction in steel area and pitting, damage in bond, and expansion and spalling of concrete. It can greatly decrease the seismic capacity of a structure. There are numerous low-rise reinforced concrete buildings in Taiwan, such as common residential street houses. Many of them suffer steel reinforcement corrosion. However, there is no seismic evaluation method that is verified by experimental study for such buildings. This proposed research aims to carry out experimental study on corroded reinforced concrete walls, two-way slabs and beam-column joints. The proposed research is the continuation of the applicant’s previous research supported by National Science Council on experimental study on corroded beams (including on-way slabs) and columns. Results of this research combined with those of the previous research will deliver a complete seismic evaluation method for corroded low-rise reinforced concrete buildings.鋼筋腐蝕耐震行為牆雙向版梁柱接頭steel reinforcement corrosionseismic behaviorwallstwo-way slabsbeam-column joints