Numerical analysis on seismic performance of corner fitting connection in modular steel building

Structures ◽  
2021 ◽  
Vol 33 ◽  
pp. 1659-1676
Author(s):  
Jun-Yi Lian ◽  
En-Feng Deng ◽  
Jin-Ming He ◽  
Li-Ming Cai ◽  
Shu-Cai Gao ◽  
...  
Keyword(s):  
Numerical Analysis ◽  
Seismic Performance ◽  
Steel Building ◽  
Modular Steel Building

Investigation of the seismic performance of braced low-, mid- and high-rise modular steel building prototypes

2021 ◽  
Vol 234 ◽  
pp. 111986
Author(s):  
Rafaela Sanches ◽  
Junjie Tao ◽  
Amirahmad Fathieh ◽  
Oya Mercan
Keyword(s):  
Seismic Performance ◽  
High Rise ◽  
Steel Building ◽  
Modular Steel Building

Lateral behaviour of modular steel building with simplified models of new inter-module connections

2021 ◽  
Vol 236 ◽  
pp. 112103
Author(s):  
Andrew William Lacey ◽  
Wensu Chen ◽  
Hong Hao ◽  
Kaiming Bi
Keyword(s):  
Simplified Models ◽  
Steel Building ◽  
Modular Steel Building

Innovative Use of Profiled Steel Plates for Seismic Structural Performance

2005 ◽  
Vol 8 (3) ◽  
pp. 247-257 ◽  
Author(s):  
Y. Fukumoto ◽  
T. Takaku ◽  
T. Aoki ◽  
K. A. S. Susantha
Keyword(s):  
Numerical Analysis ◽  
Seismic Performance ◽  
Structural Design ◽  
Design Method ◽  
Steel Plates ◽  
Structural Performance ◽  
Cyclic Testing ◽  
Beam Columns ◽  
Bridge Bents ◽  
Hot Rolled

This paper presents the innovative use of hot-rolled thickness-tapered mill products, longitudinally profiled (LP) plates, for the seismic performance of bridge bents of single and portal framed piers. The study involves the inelastic cyclic testing and numerical analysis of tested beam-columns and portal frames in order to evaluate the effects of tapering ratios of LP plates, penetration of yielding, and number of locally buckled panels on their structural ductility. A structural design method is proposed for the portal frames having LP panels under cyclic loadings.

The Effects of the Rubber Bearing on the Seismic Performance of the Aqueduct-Water Coupling Structure

2013 ◽  
Vol 275-277 ◽  
pp. 1370-1373
Author(s):  
Qiu Hua Duan ◽  
Dan Dan Zeng ◽  
Lu Feng Yang
Keyword(s):  
Numerical Analysis ◽  
Temperature Stress ◽  
Seismic Performance ◽  
Water Depth ◽  
Coupling Structure ◽  
Rubber Bearing ◽  
Bridge Structures ◽  
Rubber Bearings ◽  
Water Bridges

Rubber bearings are widely used in bridge structures. The aqueduct structures are water bridges, so rubber bearings are often set at the end of the aqueducts. Rubber bearing cannot solve the problems such as temperature stress and supporting inhomogeneous settlement, but also play role of isolation damping. This paper mainly studies on the effects of the water-depth with changing rubber bearing on the seismic performance of the aqueduct-water coupling structure by numerical analysis.

Seismic performance evaluation of a 34-story steel building retrofitted with response modification elements

2009 ◽  
Vol 38 (6) ◽  
pp. 759-781 ◽  
Author(s):  
Yuan-Tao Weng ◽  
Keh-Chyuan Tsai ◽  
Pei-Ching Chen ◽  
Chung-Che Chou ◽  
Ya-Ran Chan ◽  
...  
Keyword(s):  
Performance Evaluation ◽  
Seismic Performance ◽  
Seismic Performance Evaluation ◽  
Steel Building
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