|
|
|
Taozhen Sheng, Tongchun Li, Xiaoqing Liu and Huijun Qi
The stability analysis of rock slopes has been a prominent topic in the field of rock mechanics, primarily due to the widespread occurrence of discontinuous structural planes in rock masses. Based on this complex characteristic of rock slopes, this paper...
ver más
|
|
|
|
|
|
|
Teguh Putranto, Mihkel Kõrgesaar and Kristjan Tabri
The objective of this paper is to present the application of equivalent single layer (ESL) approach for the ultimate strength assessment of ship hull girder in the context of numerical finite element (FE) simulations. In the ESL approach, the stiffened p...
ver más
|
|
|
|
|
|
|
Nurindah Tiffani Rachman, Dedy Sushandoyo
Pág. 190 - 196
One of the renowned methodology to address product development complexity is Agile methodology. Scrum is the tool of Agile methodology which adopts the Agile manifesto through the incremental and iterative way of developing an IT product. It has been wid...
ver más
|
|
|
|
|
|
|
Weixi Zhang, Wouter De Corte, Xian Liu and Luc Taerwe
(1) In quasi-rectangular tunnels, a new type of special-section shield tunnels, the effect of nonlinear joint behavior is much more important than in circular tunnels. (2) An iterative nonlinear spring-beam model for the prediction of lining deformations...
ver más
|
|
|
|
|
|
|
Burak Can Cerik and Joonmo Choung
This study examined the hull girder strength of intact and damaged ships by adopting the incremental-iterative method for progressive collapse analysis, which was extended to the general case of the unsymmetrical bending of beams with an arbitrary cross-...
ver más
|
|
|
|
|
|
|
Mengmeng Gao and Shuang Li
In current structural design codes, elastic vibration modes are used for seismic design. However, when a structure is subjected to strong earthquakes and inelastic response or even when collapse damage is observed, the damage state is always unevenly dis...
ver más
|
|
|
|
|
|
|
Seong-Ha JEON, Ji-Hun PARK and Tae-Woong HA
An efficient design procedure for building structures with damping systems is proposed using nonlinear response history analysis permitted in the revised Korean building code, KBC 2016. The goal of the proposed procedure is to design structures with damp...
ver más
|
|
|
|