Effect of shallow foundation modeling on seismic response of moment frame structures

2010 ◽  
pp. 117-124 ◽  
Author(s):  
L.M. Wotherspoon& ◽  
M.J. Pender
Keyword(s):  
Seismic Response ◽  
Shallow Foundation ◽  
Frame Structures ◽  
Moment Frame

Seismic connection designs for new and existing steel moment frame structures

1998 ◽  
Vol 46 (1-3) ◽  
pp. 454 ◽  
Author(s):  
Jay Allen ◽  
Ralph M Richard ◽  
James Partridge
Keyword(s):  
Frame Structures ◽  
Moment Frame ◽  
Steel Moment Frame

scholarly journals Effect of Fling-Step on Seismic Response of Steel Eccentrically Braced Frame Structures

2018 ◽  
Vol 2 (3) ◽  
pp. 1-13
Author(s):  
B. Rezayibana ◽  
S. Norozikalehsar ◽  
B. Nourollahi ◽  
◽  
◽  
...  
Keyword(s):  
Seismic Response ◽  
Frame Structures ◽  
Braced Frame ◽  
Eccentrically Braced Frame ◽  
Fling Step

Influence of green roofs on the seismic response of frame structures

2016 ◽  
Vol 11 (2) ◽  
pp. 265-280 ◽  
Author(s):  
Fabricio Bianchini ◽  
A.B.M. Rafiqul Haque ◽  
Kasun Hewage ◽  
M. Shahria Alam
Keyword(s):  
Seismic Response ◽  
Green Roofs ◽  
Frame Structures

Combined Use of Rocking Walls and Inerters to Improve the Seismic Response of Frame Structures

2021 ◽  
Vol 147 (5) ◽  
pp. 04021016
Author(s):  
Angelo Di Egidio ◽  
Stefano Pagliaro ◽  
Cristiano Fabrizio
Keyword(s):  
Seismic Response ◽  
Frame Structures ◽  
Combined Use ◽  
Rocking Walls

scholarly journals Seismic Response Analysis and Control of Frame Structures with Soft First Storey under Near-Fault Ground Motions

2020 ◽  
Vol 2020 ◽  
pp. 1-13
Author(s):  
Chunyang Liu ◽  
Peng Sun ◽  
Ruofan Shi
Keyword(s):  
Seismic Response ◽  
Ground Motion ◽  
Seismic Performance ◽  
Frame Structures ◽  
Response Analysis ◽  
Main Structure ◽  
Response Characteristics ◽  
Near Fault ◽  
Buckling Restrained Brace ◽  
Near Fault Ground Motion

This paper proposes two kinds of arrangements of buckling-restrained brace dampers to strengthen soft-first-storey structures locally. Two types of near-fault ground motion, with and without pulse, were selected for a study of the seismic response characteristics of soft-first-storey structures with and without buckling-restrained brace dampers, and the effects of different bracing arrangements on improving the seismic performance of soft-first-storey structures were recognized. The results show that, compared with pulse-free ground motion, near-fault pulsed ground motion results in a more severe seismic response in soft-first-storey frame structures, leading to more serious and rapid destruction of the main structure. Buckling-restrained brace dampers have an obvious energy dissipation effect, play a better role in protecting the main structure, and have good practicality. Compared with structures in which the buckling-restrained brace dampers are arranged only on the bottommost layer, the bottom-four-layer-support structure is more advantageous in terms of seismic performance.

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