Shake table tests of small- and full-scale laminated timber frames with moment connections     

Andreas Heiduschke  Bo Kasal  Peer Haller 《Bulletin of Earthquake Engineering》2009,7(1):323-339

This paper describes the results of shake-table tests of laminated timber frames with moment beam-to-column connections. The objective of the study was to investigate the dynamic behaviour of small-scale (1:4) and full-scale (1:1) frames in regard to residual system deformations and changes in dynamic characteristic due to the progressing damage in the dowel-type connections. Different frame designs with and without connection reinforcement were tested. The experiments demonstrated that the frames were capable of resisting strong ground motions and undergoing large drifts without failure. Moment-resisting frames with correctly designed connections can behave as a self-centering system with columns and beams deforming elastically and connections functioning as energy dissipative links.  相似文献   

SDH中STM—1的部分同步复接技术的研究     

滕军  李东民 《成都信息工程学院学报》1991,(1)

本文根据CCITT第18研究组1988年6月提出的G·707、G·708和G·709三个建议草案,讨论了同步数字系列(SDH)中的用户负载复接技术,并按有关格式设计实现了4路C—31用户负载的复接器和分接器。  相似文献   

Multi‐scale modelling approach for the pushover analysis of existing RC shear walls—Part II: Experimental verification     

Maria Gabriella Mulas  Dario Coronelli  Luca Martinelli 《地震工程与结构动力学》2007,36(9):1189-1207

In a companion paper two different modelling approaches have been described, operating at the meso‐scale of the fibre elements and at the micro‐scale of the finite element (FE) method. The aim of this paper is to explore the efficiency of these models in the pushover analysis for the seismic assessment of existing reinforced concrete (RC) structures. To this purpose a prototype reference structure, one of the RC shear walls designed according to the multi‐fuse concept and tested on shaking table for the CAMUS Project, is modelled at different levels of refinement. At the micro‐scale the reinforcement and anchorage details are described with increasing accuracy in separate models, whereas at the meso‐scale one single model is used, where each element represents a large part of the structure. Static incremental non‐linear analyses are performed with both models to derive a capacity curve enveloping the experimental results and to reproduce the damage pattern at the displacement level where failure is reached. The comparison between experimental and numerical results points out the strong and weak points of the different models inside the procedure adopted, and the utility of an integration of results from both approaches. This study confirms, even for the rather difficult case at study, the capability of the pushover in reproducing the non‐linear dynamic response, both at a global and a local level, and opens the way to the use of the models within a displacement‐based design and assessment procedure. Copyright © 2007 John Wiley & Sons, Ltd.  相似文献