山西建筑
山西建築
산서건축
SHANXI ARCHITECTURE
2011年
33期
53-55
,共3页
框架结构%抗震能力%配筋刚性地坪
框架結構%抗震能力%配觔剛性地坪
광가결구%항진능력%배근강성지평
frame structure%anti-seismic capacity%reinforcing rigid terrace
针对汶川地震中大量多层框架结构教学楼受损严重的情况，结合影响该结构抗震能力的相关因素，探讨了提高多层框架结构教学楼抗震能力的具体途径，提出加强框架柱底部主轴方向约束，减小框架底层柱计算高度等措施，以期指导实践。
針對汶川地震中大量多層框架結構教學樓受損嚴重的情況，結閤影響該結構抗震能力的相關因素，探討瞭提高多層框架結構教學樓抗震能力的具體途徑，提齣加彊框架柱底部主軸方嚮約束，減小框架底層柱計算高度等措施，以期指導實踐。
침대문천지진중대량다층광가결구교학루수손엄중적정황，결합영향해결구항진능력적상관인소，탐토료제고다층광가결구교학루항진능력적구체도경，제출가강광가주저부주축방향약속，감소광가저층주계산고도등조시，이기지도실천。
In light of serious teaching building damage with multi-layer frame structure in Wenchuan earthquake, combining with relevant factors influencing the structure seismic capacity, it explores specific means to improve anti-seismic capacity of teaching building with multi-layer frame structure, and proposes some measures such as enhancing bottom constraint of the frame structure along main axis direction, and reducing bottom calculation height of frame structure etc, with a view to guide practice.
