Results 1 to 10 of about 4,360,898 (233)
Seismic performance of multi-storey steel frames with semi-rigid joints
Gianfranco De Matteis, Giuseppe Brando
exaly +2 more sources
In this work, a general method for the design of concentric braced steel frames (CBF) with active tension diagonal bracings, applicable to single- and multi-storey structures, is presented. The method is based on the use of an elastic modal analysis with
Claudio Amadio +2 more
doaj +1 more source
Analytical Pushover Curves for X-Concentric Braced Steel Frames
In this work, analytical pushover curves for concentric braced steel frames with active tension diagonal bracings (X-CBF) are proposed. A pushover “spindle”, characterized by two trilinear analytical capacity curves defined for an X-CBF system subjected ...
Claudio Amadio +2 more
doaj +1 more source
DISCUSSION. SOME MODEL TESTS ON MULTI-STOREY RIGID STEEL FRAMES. [PDF]
M W LOW, W MERCHANT
exaly +2 more sources
Seismic Performance of Steel Concrete Composite Multi-Storey Frame
To investigate seismic behaviour of steel concrete composite multi-storey frame structures, based on researches of composite frame, a concrete encasement rectangular is suggested for the beam and filled steel tube for column. The preliminary demonstrate the excellent performance of the element, and reaffirm the applicability of composite beam-columns ...
Dr. J. Premalatha, Mr. P. Gokulakannan
openaire +1 more source
Evaluation of the dynamic response of structures using auxetic-type base isolation
Base isolation is a widely-used method used to minimise the harmful effects of earthquakes on buildings. Unlike a fixed base building, a building with a base isolation system essentially decouples the superstructure from the substructure resting on the ...
Georgios Drosopoulos, Preyolin Naidoo
doaj +1 more source
Damage and Seismic Performance Assessment of FRP-Retrofitted Multi-Storey RC Buildings
Structures should be designed for a long in-service life at the lowest cost. Performance based design (PBD) can be used for damage and performance assessment of older FRP-retrofitted multi-storey RC moment resisting frames (MRFs).
S. S. MAHINI
doaj +1 more source
The comparative study between HSS and WF section as braced toward seismic performance of concentrically braced frame in multi-storey steel building [PDF]
The rapid growth of global industrial sector has increased the demand for earthquake-resistant industrial buildings, particularly in Indonesia. Steel structures with Concentrically Braced Frames (CBF) are popular option due to its efficiency in resisting
Ambarwati Noni +3 more
doaj +1 more source
The new generation of Eurocode standards has prompted enquiries regarding the major distinctions from the current version, particularly in relation to the application of the N2 method.
Adriana Brandis +2 more
doaj +1 more source
Seismic Design Procedure for Low-Rise Cold-Formed Steel–Special Bolted Moment Frames
In 2007, the American Iron and Steel Institute (AISI) established a standard for cold-formed steel–special bolted moment frames (CFS-SBMFs). This structural system is designed to resist seismic forces. The CFS-SBMF system employs double-channel beams and
Atsushi Sato, Honoka Kitagawa
doaj +1 more source

