Full-scale experimental study on masonry infilled RC moment-resisting frames under cyclic loads

2015 ◽  
Vol 91 ◽  
pp. 70-84 ◽  
Author(s):  
Huanjun Jiang ◽  
Xiaojuan Liu ◽  
Junjie Mao
Keyword(s):  
Experimental Study ◽  
Full Scale ◽  
Cyclic Loads ◽  
Moment Resisting Frames ◽  
Moment Resisting

Experimental study on full-scale steel moment-resisting frames with nonstructural walls subjected to multiple earthquakes

2021 ◽  
Vol 242 ◽  
pp. 112549
Author(s):  
Takanori Ishida ◽  
Randy Tenderan ◽  
Keita Kohtaki ◽  
Shoichi Kishiki ◽  
Jun Iyama ◽  
...  
Keyword(s):  
Experimental Study ◽  
Full Scale ◽  
Steel Moment Resisting Frames ◽  
Moment Resisting Frames ◽  
Moment Resisting ◽  
Multiple Earthquakes

Experimental study on the seismic performance of novel precast reinforced concrete grid moment‐resisting frames

2020 ◽  
Vol 21 (5) ◽  
pp. 2028-2043
Author(s):  
Jia‐jun Fan ◽  
Gang Wu ◽  
Ao‐lin Xu ◽  
De‐cheng Feng ◽  
Zhi‐peng Chen
Keyword(s):  
Experimental Study ◽  
Reinforced Concrete ◽  
Seismic Performance ◽  
Moment Resisting Frames ◽  
Moment Resisting

Full scale tests on moment-resisting-frames under cyclic loading

ce/papers ◽  
2017 ◽  
Vol 1 (5-6) ◽  
pp. 86-91
Author(s):  
Ioannis Vayas ◽  
Stella Avgerinou
Keyword(s):  
Cyclic Loading ◽  
Full Scale ◽  
Moment Resisting Frames ◽  
Moment Resisting ◽  
Full Scale Tests

Numerical Study on Moment Resisting Frames under Monotonic and Cyclic Loads

2018 ◽  
Vol 763 ◽  
pp. 625-632 ◽  
Author(s):  
Beatrice Faggiano ◽  
Antonio Formisano ◽  
Generoso Vaiano ◽  
Federico M. Mazzolani
Keyword(s):  
Seismic Behavior ◽  
Numerical Study ◽  
Seismic Energy ◽  
Experimental Tests ◽  
Design Criteria ◽  
Cyclic Loads ◽  
Factors Affecting ◽  
Moment Resisting Frames ◽  
Moment Resisting ◽  
Set Up

Moment Resisting Frames (MRF) should ideally dissipate the seismic energy through the development of plastic hinges in the beams and at the column bases with the purpose to pursue a global failure mechanism. The current seismic design criteria, through hierarchy resistance and ductility requirements, are conceived to achieve this objective. However there are still some inaccuracies in the prediction of the structural performances, mainly under cyclic loadings, as much important as the number of bays and stories augments. The current paper would give a contribution for deepening key issues related to MRF seismic behavior, presenting the numerical simulation of some literature experimental tests conducted on simple portal MRF subjected to monotonic and cyclic loads both in presence and in absence of vertical loads. The refined Finite Element structural models of the study systems are developed through the software ABAQUS (v6.13-1). The models set up provide very good replications of both monotonic and hysteretic behaviors in terms of strength, stiffness, ductility and energy dissipation. They represent powerful analysis instruments to perform parametric studies, aiming at detecting the main factors affecting the seismic behavior of MRFs, thus leading towards appropriate design criteria.

Improved Beam-to-Column Joints for Moment-Resisting Frames — an Experimental Study

1999 ◽  
pp. 241-248 ◽  
Author(s):  
P. Sotirov ◽  
N. Rangelov ◽  
O. Ganchev ◽  
Tz. Georgiev ◽  
Z.B. Petkov ◽  
...  
Keyword(s):  
Experimental Study ◽  
Moment Resisting Frames ◽  
Moment Resisting

Experimental study of steel moment resisting frames with shear link

2019 ◽  
Vol 154 ◽  
pp. 197-208 ◽  
Author(s):  
Farid Mahmoudi ◽  
Kiarash M. Dolatshahi ◽  
Mojtaba Mahsuli ◽  
Mohammad T. Nikoukalam ◽  
Amir Shahmohammadi
Keyword(s):  
Experimental Study ◽  
Shear Link ◽  
Steel Moment Resisting Frames ◽  
Moment Resisting Frames ◽  
Moment Resisting

Full-Scale Experimental Study on the Smoke Characteristics of Train Fire Stopping at Rescue Station in Railway Tunnel

2010 ◽  
Vol 20 (3) ◽  
pp. 251-270
Author(s):  
L. F. Chen ◽  
L. H. Hu ◽  
Q. S. Wang ◽  
B. H. Liu ◽  
N. Meng ◽  
...  
Keyword(s):  
Experimental Study ◽  
Full Scale ◽  
Railway Tunnel

Performance-based assessment of seismic-resilient steel moment resisting frames equipped with innovative column base connections

Structures ◽  
2021 ◽  
Vol 32 ◽  
pp. 1646-1664
Author(s):  
Elena Elettore ◽  
Annarosa Lettieri ◽  
Fabio Freddi ◽  
Massimo Latour ◽  
Gianvittorio Rizzano
Keyword(s):  
Steel Moment Resisting Frames ◽  
Moment Resisting Frames ◽  
Performance Based Assessment ◽  
Moment Resisting ◽  
Base Connections ◽  
Column Base
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