山西建筑
山西建築
산서건축
SHANXI ARCHITECTURE
2012年
4期
43-44
,共2页
钢筋混凝土框架结构%爆炸作用%地震作用%连续倒塌
鋼觔混凝土框架結構%爆炸作用%地震作用%連續倒塌
강근혼응토광가결구%폭작작용%지진작용%련속도탑
reinforced concrete frame structure%explosion action%earthquake action%continuous collapse
从爆炸荷载对钢筋混凝土结构作用的特点来分析爆炸荷载对结构的影响与地震作用对结构影响的区别，对抗震与抗连续倒塌的区别进行了分析与比较，结果表明：抗倒塌不同于抗震，结构抗震设计的有益作用并不能取代抗倒塌设计。
從爆炸荷載對鋼觔混凝土結構作用的特點來分析爆炸荷載對結構的影響與地震作用對結構影響的區彆，對抗震與抗連續倒塌的區彆進行瞭分析與比較，結果錶明：抗倒塌不同于抗震，結構抗震設計的有益作用併不能取代抗倒塌設計。
종폭작하재대강근혼응토결구작용적특점래분석폭작하재대결구적영향여지진작용대결구영향적구별，대항진여항련속도탑적구별진행료분석여비교，결과표명：항도탑불동우항진，결구항진설계적유익작용병불능취대항도탑설계。
This paper analysed the differences of influence of explosion load and earthquake action to structure from the action characteristics of explosion load to reinforced concrete structure, analyzed and compared the differences of anti-seismic and progressive collapse resistance, the re- sults showed that collapse resistance was different from anti-seismic, the beneficial effect of continuous anti-seismic design cannot replace the eollaose resistance design.
