[{"data":1,"prerenderedAt":154},["ShallowReactive",2],{"paper-105170-arch_structure":3},{"meta":4,"siblings":14,"questions":33},{"key":5,"classKey":6,"session":7,"year":8,"subject":9,"subjectId":10,"count":11,"indexable":11,"figures":12,"groups":13,"pending":13},"105170-arch_structure","architect","105170",105,"建築結構","arch_structure",40,18,0,[15,17,19,21,23,25,27,29,31],{"session":16},"114180",{"session":18},"113190",{"session":20},"112190",{"session":22},"111180",{"session":24},"110180",{"session":26},"109180",{"session":28},"108180",{"session":30},"107180",{"session":32},"106180",[34,39,42,45,48,51,54,57,60,63,66,69,72,75,78,81,84,87,89,92,95,98,101,104,107,110,113,116,119,122,125,128,131,134,137,140,143,146,149,152],{"number":35,"stem":36,"group":37,"figure":38,"freq":35},1,"圖示結構之穩定與靜不定性質為何？",false,true,{"number":40,"stem":41,"group":37,"figure":37,"freq":35},2,"下列何種建築物平面配置之耐震性能最佳？",{"number":43,"stem":44,"group":37,"figure":37,"freq":35},3,"高層結構在水平力作用下常有側向變形過大的問題，為減少其側向變形，採行下列何項措施效果較佳？",{"number":46,"stem":47,"group":37,"figure":37,"freq":35},4,"拱結構系統抵抗水平反力之方法，下列何者錯誤？",{"number":49,"stem":50,"group":37,"figure":38,"freq":35},5,"下圖梁中，B 為鉸，C 為滾支承，C 點的反力為何？ P B C A L L L",{"number":52,"stem":53,"group":37,"figure":37,"freq":35},6,"在名建築「落水山莊」（Fallingwater）中，使樓版得以出挑於瀑布上方的梁結構系統，具有下列那一項特徵？",{"number":55,"stem":56,"group":37,"figure":37,"freq":35},7,"進行建築物地基調查計畫時，依「建築物基礎構造設計規範」，調查深度至少應達到可據以確認基地之地層狀況、基礎設計與施工安全所…",{"number":58,"stem":59,"group":37,"figure":38,"freq":35},8,"下圖受軸力之桿件，ab 段的斷面積為 2A，bc 段的斷面積為 A，則 ab 段所受應力為何？ a b c 3P P A…",{"number":61,"stem":62,"group":37,"figure":37,"freq":35},9,"下列何者不是構造物基礎不均勻沉陷的可能原因？",{"number":64,"stem":65,"group":37,"figure":37,"freq":35},10,"下列那一項結構系統的構材內力不屬三維力系？",{"number":67,"stem":68,"group":37,"figure":38,"freq":35},11,"對矩形斷面梁而言，寬度為 b，高度為 h，則其斷面模數（section modulus）S 為： bh 2 bh 2 b…",{"number":70,"stem":71,"group":37,"figure":38,"freq":35},12,"簡支梁兩端承受力矩作用後變形如下圖所示，若梁左右兩端轉角 θa、θb 皆為，則梁右端力矩 M b 2EI 為：（假定力矩…",{"number":73,"stem":74,"group":37,"figure":37,"freq":35},13,"關於結構韌性（ductility）之敘述，下列何者正確？",{"number":76,"stem":77,"group":37,"figure":38,"freq":35},14,"二懸臂梁在同一平面上，於自由端以連桿連接成鉸點之系統，則此結構之穩定與靜不定性質為何？",{"number":79,"stem":80,"group":37,"figure":37,"freq":35},15,"有一柱，若其有效長度及挫屈載重分別為 KL 與 Pcr ，今將其有效長度增加一倍為 2 KL ，則該柱之挫屈載重為：",{"number":82,"stem":83,"group":37,"figure":38,"freq":35},16,"下圖剛架受水平地震力時，最少出現幾個塑鉸時就會崩塌？",{"number":85,"stem":86,"group":37,"figure":37,"freq":35},17,"臺灣的學校建築常見短柱現象，關於短柱現象之敘述，下列何者正確？",{"number":12,"stem":88,"group":37,"figure":38,"freq":35},"下圖剛架結構之靜不定度為：",{"number":90,"stem":91,"group":37,"figure":37,"freq":35},19,"混凝土潛變乾縮對 RC 建築結構之變形及內力分布會產生影響，下列敘述何者正確？",{"number":93,"stem":94,"group":37,"figure":37,"freq":35},20,"根據「建築物耐震設計規範」，需以動力分析方法設計之建築物，下列規定何者錯誤？",{"number":96,"stem":97,"group":37,"figure":38,"freq":35},21,"在耐震設計時通常根據工址的水平加速度反應譜來計算工址的設計水平譜加速度係數，而在規範加速度反應譜的加速度係數曲線中，短週…",{"number":99,"stem":100,"group":37,"figure":38,"freq":35},22,"下圖所示桁架 A、B 兩端皆為鉸支承，D 點受水平外力 P 作用，則此桁架中有多少根零桿？ C P D A B",{"number":102,"stem":103,"group":37,"figure":38,"freq":35},23,"剛架結構受力如下圖，支承 A 之水平反力為多少 kN？ 6 kN B C 10 m A 12 m",{"number":105,"stem":106,"group":37,"figure":38,"freq":35},24,"梁結構受力如下圖，最大內力矩為多少 kN-m？ 5 kN A B 6m 4m",{"number":108,"stem":109,"group":37,"figure":38,"freq":35},25,"桁架結構受力如下圖，桿件 FC 之軸向力為多少 kN？ F G H 6m E A B C D 12 k 8m 8m 8m…",{"number":111,"stem":112,"group":37,"figure":38,"freq":35},26,"桁架結構受力如下圖，桿件 EL 之軸向力為多少 kN？ 10 kN J 3m I K 3m H L 3m A G B C…",{"number":114,"stem":115,"group":37,"figure":38,"freq":35},27,"已知圖示系統之固端彎矩值分別為 M1 及 M2， W M1 M2 L 若其一端由固端改為鉸支承如下圖示，則新系統之固端彎…",{"number":117,"stem":118,"group":37,"figure":38,"freq":35},28,"下圖兩組平面構架中，所有構件 EI 皆相同，若 a、b 點皆位於構件中點，則下列敘述何者正確？ L L P P L a …",{"number":120,"stem":121,"group":37,"figure":38,"freq":35},29,"圖示構架中 BC 桿之 I=∞，AB 及 CD 兩桿之 I 值為定值，則 A、D 兩點之彎矩反力為何？ B C P I …",{"number":123,"stem":124,"group":37,"figure":38,"freq":35},30,"桁架結構受力如圖所示，桿件 FC 之軸向力為多少 kN？ B D E G 6m F 15 kN 6m C 6m A 8m…",{"number":126,"stem":127,"group":37,"figure":37,"freq":35},31,"依據我國混凝土結構設計規範，鋼筋混凝土構材相鄰主筋之淨間距，不得小於多少公分？",{"number":129,"stem":130,"group":37,"figure":37,"freq":35},32,"一般分析鋼結構與鋼筋混凝土結構（建築）時，主要採用：",{"number":132,"stem":133,"group":37,"figure":37,"freq":35},33,"一般鋼構桿件拉力設計時，不需考慮下列何者？",{"number":135,"stem":136,"group":37,"figure":37,"freq":35},34,"一般建築結構之混凝土，其 28 天齡期之「抗拉強度」約為其「抗壓強度」之多少倍？",{"number":138,"stem":139,"group":37,"figure":37,"freq":35},35,"鋼筋混凝土懸臂梁受到向下的均布載重作用時，就梁兩端斷面力而言，主要的拉力筋配置於何處？",{"number":141,"stem":142,"group":37,"figure":37,"freq":35},36,"關於建築結構耐震設計，下列敘述何者錯誤？",{"number":144,"stem":145,"group":37,"figure":37,"freq":35},37,"有關鋼骨結構的敘述，下列何者錯誤？",{"number":147,"stem":148,"group":37,"figure":37,"freq":35},38,"採用「RC 擴柱補強工法」補強建築物時，下列敘述何者正確？①應敲除 RC 柱表面之粉刷層及破碎之混凝土 ②柱四角隅之增設…",{"number":150,"stem":151,"group":37,"figure":37,"freq":35},39,"鋼筋混凝土結構行為中，下列何種計算強度藉由增加混凝土強度所提升的效果最差？",{"number":11,"stem":153,"group":37,"figure":37,"freq":35},"有關「耐震結構」、「制震結構」和「隔震結構」之敘述，下列何者錯誤？",1791863193763]