[[abstract]]大跨徑屋蓋結構為現今社會常見的結構型態之一，具有大空間且多功能的特性。依建築物耐風設計規範，此類結構物高寬比多偏小應可歸類為低矮建物。然而由於跨度大且材質輕的特性，屋蓋表面受風壓分布影響甚鉅，一般不建議以簡易計算方式給定設計風載重，並另行於規範中表列表面風壓係數值進行設計。本研究進行以探討各國規範於大跨徑屋蓋結構中半圓頂型屋蓋結構表面風壓係數的設計值為主，輔以風洞實驗結果，進而探討目前國內規範對於此部分設計值之給定是否適宜，並提出未來規範修訂之建議方案 ...
羅元隆
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