爆炸荷載作用下影響殘余強(qiáng)度-接觸爆炸._第1頁
爆炸荷載作用下影響殘余強(qiáng)度-接觸爆炸._第2頁
爆炸荷載作用下影響殘余強(qiáng)度-接觸爆炸._第3頁
爆炸荷載作用下影響殘余強(qiáng)度-接觸爆炸._第4頁
爆炸荷載作用下影響殘余強(qiáng)度-接觸爆炸._第5頁
已閱讀5頁,還剩6頁未讀 繼續(xù)免費(fèi)閱讀

下載本文檔

版權(quán)說明:本文檔由用戶提供并上傳,收益歸屬內(nèi)容提供方,若內(nèi)容存在侵權(quán),請進(jìn)行舉報或認(rèn)領(lǐng)

文檔簡介

1、The elTe<1» of cpknive nvi$» rMio on reduii comprive(4|Mci(y of contact bUu dunped compoiite cdiMnni” CteaWa".BmU SfKO«wnnM*Atucie K1H <«<612 K.-C. Wu et al. / Journal of Co nstructio nal Steel Research 67 (2011 602512 7 Shi Y, Hao H, Li ZX. Numerical derivation of

2、pressure-impulse diagrams for prediction of RC colu mn damage to blast loads. Intern atio nal Jour nal of Impact Engin eeri ng 2008;35:1213-7. 8 Bao X, Li B. Residual strength of blast damaged reinforced concrete colu mn s. I nternatio nal Journal of Impact Engin eeri ng 2009;37(2010:295308. 9 Malva

3、r LJ. Review of static and dynamic properties of steel reinforcing bars. ACI Materials Journal 1998;95(5:609-6. 10 Wu KC. Assessme nt of rei nforced con crete and composite steeon crete colu mns to resist the effects of suitcase bombs. Master of engin eeri ng thesis. Singap ore: Nan ya ng Tech nolog

4、ical Uni versity; 2009. 11 LS-DYNA, keyword user ' s manu al, versi on 971. USA: Livermore Software Tech no logy Corporati on; 2007. 12 Malvar LJ, Crawford JE, Wesevich JW, Simons D. A plasticity concrete material model for DYNA3D. International Journal of Impact Engineering 1997;19: 847 - 73. 1

5、3 Gebbeken N, Greulich S, Pietzsch A. Hugo niot properties for con crete determ ined by full-scale det on ati on experime nts and flyer-plate-impact tests.International Journal of Impact Engineering 2006;32:2017431. 14 Bischoff PH, Perry SH. Compressive behaviour of con crete at high strain rates. M

6、aterials and Structures 1991;24:425-50. 15 Malvar LJ, Rose CA. Review of strain rate effects for con crete in ten sio n. ACI Materials Journal 1998;95(6:735-9. Refere nces 1 Li B, Pan TC, Nair A. A case study of the effect of claddi ng pan els on the resp onse of rein forced con crete frames subject

7、ed to dista nt blast load in gs. Nuclear Engin eeri ng and Desig n 2009;239(3:459. 2 Li B, Pan TC, Nair A. A case study of the local and global structural resp on ses of a tall build ing in Sin gapore subjected to close-i n det on ati ons the structural desig n of tall and special buildi ngs. 2009 o

8、nline doi:10.1002/tal.531 . 3 Li B, Ro ng HC, Pan TC.Drift-c on trolled desig n of rei nforced con crete frame structures un der dista nt blast conditions-part I: theoretical basis. International Journal of Impact Engineering 2007;34:743-54. 4 Li B, Rong HC, Pan TC. Drift-controlled design of reinfo

9、rced con crete frame structures un der dista nt blast con diti on s-part II: impleme ntati on and evaluation. International Journal of Impact Engineering 2007;34: 750. 5 Rong HC,Li B. Deformation -controlled design of RC flexural members subjected to blast loadings. ASCE, Journal of Structural Engin eeri ng 2008; 134(10:159&610. 6 Li B, Hua ng ZW, Lim CL. The verification of non-dimensional energy spectr

溫馨提示

  • 1. 本站所有資源如無特殊說明,都需要本地電腦安裝OFFICE2007和PDF閱讀器。圖紙軟件為CAD,CAXA,PROE,UG,SolidWorks等.壓縮文件請下載最新的WinRAR軟件解壓。
  • 2. 本站的文檔不包含任何第三方提供的附件圖紙等,如果需要附件,請聯(lián)系上傳者。文件的所有權(quán)益歸上傳用戶所有。
  • 3. 本站RAR壓縮包中若帶圖紙,網(wǎng)頁內(nèi)容里面會有圖紙預(yù)覽,若沒有圖紙預(yù)覽就沒有圖紙。
  • 4. 未經(jīng)權(quán)益所有人同意不得將文件中的內(nèi)容挪作商業(yè)或盈利用途。
  • 5. 人人文庫網(wǎng)僅提供信息存儲空間,僅對用戶上傳內(nèi)容的表現(xiàn)方式做保護(hù)處理,對用戶上傳分享的文檔內(nèi)容本身不做任何修改或編輯,并不能對任何下載內(nèi)容負(fù)責(zé)。
  • 6. 下載文件中如有侵權(quán)或不適當(dāng)內(nèi)容,請與我們聯(lián)系,我們立即糾正。
  • 7. 本站不保證下載資源的準(zhǔn)確性、安全性和完整性, 同時也不承擔(dān)用戶因使用這些下載資源對自己和他人造成任何形式的傷害或損失。

評論

0/150

提交評論