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contributor authorM. Alembagheri
contributor authorP. Sharafi
contributor authorM. Rashidi
date accessioned2022-05-07T20:50:02Z
date available2022-05-07T20:50:02Z
date issued2021-11-12
identifier other(ASCE)CF.1943-5509.0001695.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4282970
description abstractThis paper presents and discusses the experimental and numerical results performed on a 3D modular steel frame under sudden corner support removal scenarios. A modular steel frame was designed according to Australian standards and fabricated in full scale. An experimental testing program was developed in which the module was examined under some robustness scenarios as sudden loss of one or two corner supports. The 3D dynamic response of the module was captured during the robustness (loss) scenarios, and the possible damages are reported. In addition, the detailed numerical finite element micromodel of the module was created, employing continuum solid elements. The numerical model was verified against the experimental results; based on that, other numerical models were generated to study the effects of mass distribution and different boundary conditions in real modular assemblies under corner support loss scenarios.
publisherASCE
titleExperimental and Numerical Study on the Robustness of Full-Scale Volumetric Steel Module under Sudden Support Removal Scenarios
typeJournal Paper
journal volume36
journal issue1
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)CF.1943-5509.0001695
journal fristpage04021112
journal lastpage04021112-14
page14
treeJournal of Performance of Constructed Facilities:;2021:;Volume ( 036 ):;issue: 001
contenttypeFulltext


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