Blast-induced progressive collapse of steel moment-resisting frames: Numerical studies and a framework for updating the alternate load path method
Abstract The Alternative Load Path (ALP) method is widely used to assess progressive
collapse resistance of steel framed structures. Code-based ALP is a threat-independent …
collapse resistance of steel framed structures. Code-based ALP is a threat-independent …
Entire-process simulation of earthquake-induced collapse of a mockup cable-stayed bridge by vector form intrinsic finite element (VFIFE) method
YF Duan, K He, HM Zhang, EC Ting… - Advances in …, 2014 - journals.sagepub.com
It is important to simulate the entire-process collapse of earthquake excited cable-stayed
bridge in order to assure the damage extent under strong earthquakes and to optimize the …
bridge in order to assure the damage extent under strong earthquakes and to optimize the …
Performance and protection approach of single-layer reticulated dome subjected to blast loading
The elaborate finite element model of Kiewitt-8 single-layer reticulated dome with span of 40
m subjected to eccentric blast loading was established and all the process from the …
m subjected to eccentric blast loading was established and all the process from the …
Progressive collapse of framed structures: Suggestions for robustness assessment
HR Tavakoli, F Kiakojouri - Scientia Iranica, 2014 - scientiairanica.sharif.edu
The term progressive collapse" has been used to describe the spread of local failure in a
manner analogous to a chain reaction that leads to partial or total collapse of a structure …
manner analogous to a chain reaction that leads to partial or total collapse of a structure …
Structural response of simple partially-clad steel frames to long-duration blast loading
L Cannon, SK Clubley - Structures, 2021 - Elsevier
Typically defined as having a positive phase duration in excess of 100 ms, long duration
blast events generate significant impulse and dynamic pressures fundamentally exerting …
blast events generate significant impulse and dynamic pressures fundamentally exerting …
Threat-independent column removal and fire-induced progressive collapse: Numerical study and comparison
H Tavakoli, F Kiakojouri - Civil engineering infrastructures journal, 2015 - ceij.ut.ac.ir
Progressive collapse is defined as the spread of an initial failure from element to element,
eventually resulting in the collapse of an entire structure or a disproportionately large part of …
eventually resulting in the collapse of an entire structure or a disproportionately large part of …
Dynamic response of single-layer reticulated shell with explosion-protection wall under blast loading
Q Su, X Zhai - Thin-Walled Structures, 2018 - Elsevier
To investigate the structural dynamic response of long span reticulated shell under external
blast loading considering explosion-protection wall, explicit finite element (FE) programme …
blast loading considering explosion-protection wall, explicit finite element (FE) programme …
爆炸荷载下K8 型单层球面网壳的数值模拟
王永辉， 翟希梅， 支旭东， 范峰 - 哈尔滨工业大学学报, 2011 - hit.alljournals.cn
为了解大跨度空间结构在爆炸荷载下的响应特征, 用ANSYS/LS-DYNA 动力有限元软件, 建立40
m 跨度K8 型单层球面网壳在爆炸荷载作用下的有限元分析模型. 在材料参数设置 …
m 跨度K8 型单层球面网壳在爆炸荷载作用下的有限元分析模型. 在材料参数设置 …
Modelling and dynamic response of steel reticulated shell under blast loading
X Zhai, Y Wang - Shock and Vibration, 2013 - content.iospress.com
Explicit finite element programme LS-DYNA was used to simulate a long-span steel
reticulated shell under blast loading to investigate the structural dynamic responses in this …
reticulated shell under blast loading to investigate the structural dynamic responses in this …
[PDF][PDF] 爆炸荷载下网壳结构的动力响应及泄爆措施
翟希梅， 王永辉 - 爆炸与冲击, 2012 - bzycj.cn
以有限元软件ANSYS/LS-DYNA 为平台, 建立了40m 跨度K8 型单层球面网壳在中心TNT
爆炸荷载作用下的精细化有限元数值分析模型. 在网壳结构各组成部分的单元选取 …
爆炸荷载作用下的精细化有限元数值分析模型. 在网壳结构各组成部分的单元选取 …