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【導(dǎo)讀】連續(xù)倒塌的分析研究。剪力墻簡(jiǎn)化模型是用來(lái)模擬多層框剪系統(tǒng)的，這是因?yàn)橛伞Ｓ谥匾募袅τ袝r(shí)會(huì)突然突然失去彈性。詳細(xì)的有限元分析，不僅能夠進(jìn)行模。型分析，而且還可以作為一種驗(yàn)證模型準(zhǔn)確性的工具。兩個(gè)四周框剪不同的地震。然失穩(wěn)來(lái)進(jìn)行比較和評(píng)價(jià)數(shù)值模擬。盡管崩潰的跡象是明顯的系統(tǒng)，在結(jié)構(gòu)成員。程序?qū)⑵浼{入設(shè)計(jì)過程中逐步倒塌的考慮是由美國(guó)通用服務(wù)提供的，只是發(fā)。表指導(dǎo)性文件和國(guó)防部署提供。除了那幾個(gè)簡(jiǎn)化，假設(shè)安泰推出，使全球應(yīng)對(duì)預(yù)文辭事實(shí)上，這些研究?jī)H。簡(jiǎn)單建模方法進(jìn)行鋼筋混凝土框架剪力墻結(jié)構(gòu)，特別是可靠的分。析仍然是即將出版。當(dāng)指出，在任何情況下，只是剪力墻在二維平面和三維效果是不會(huì)考慮的。在最低的事故中刪除的。的損害后果但還是為藍(lán)本進(jìn)行了評(píng)價(jià)。結(jié)構(gòu)抗連續(xù)倒塌，以評(píng)估該系統(tǒng)冗余抗重力負(fù)荷。構(gòu)件變形反應(yīng)，如梁，柱，關(guān)節(jié)和剪力墻。剪力墻兩種類型被認(rèn)為是本研究：一個(gè)完整的剪力墻和剪力墻部分受損。
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