|
|
|
|
|
Huaibo Yao, Yixin Huang, Wenlai Ma, Lei Liang and Yang Zhao
Joints are widely used in large deployable structures but show semi-rigidity due to performance degradation and some nonlinear factors affecting the structure?s dynamic characteristics. This paper investigates the influence of semi-rigid joints on the ch...
ver más
|
|
|
|
|
|
|
|
|
|
|
Arsalan Majlesi, Hamid Asadi-Ghoozhdi, Omid Bamshad, Reza Attarnejad, Amir R. Masoodi and Mehdi Ghassemieh
Steel plate shear walls usually do not satisfy the strong-column weak-beam design criteria, leading to larger column sections. On the other hand, rigid frame structures are typically constructed in low-rise to mid-rise buildings built in locations prone ...
ver más
|
|
|
|
|
|
|
|
|
|
|
Arthur S. Rebouças, Zabih Mehdipour, Jorge M. Branco and Paulo B. Lourenço
In the last two decades, high-rise timber buildings have been built using the glulam truss system, even with limited openings. Moment-resisting timber frames (MRTF) with semi-rigid beam-to-column connections can be an architecture-friendly way to provide...
ver más
|
|
|
|
|
|
|
|
|
|
|
Lijian Sun, Hongchao Guo and Yunhe Liu
Experiments were performed on four specimens of steel frames with infilled recycled aggregate concrete shear walls (SFIRACSWs), one specimen of infilled ordinary concrete wall, and one pure-steel frame were conducted under horizontal low cyclic loading. ...
ver más
|
|
|
|
|
|
|
|
|
|
|
Cristiano Loss, Stefano Pacchioli, Andrea Polastri, Daniele Casagrande, Luca Pozza and Ian Smith
Changes to building codes that enable use of materials such as cross-laminated timber (CLT) in mid- and high-rise construction are facilitating sustainable urban development in various parts of the world. Keys to this are the transition to multi-performa...
ver más
|
|
|
|
|
|