نتایج جستجو برای: braced frame structures

تعداد نتایج: 549665  

Precast prestreesed concrete braces are a new method for seismic strength of Concrete Structures which has the following benefits: a) no wet concrete work in construction site b) No bolt or anchorage to the existing frame c) easy to apply d) short construction period e) low construction cost, to evaluate seismic performance of strengthened structure a model consist of existing frame and concret...

Journal: :international journal of civil engineering 0
a. kaveh iust n. farhoodi bhrc

in this paper, the problem of layout optimization for x-bracing of steel frames is studied using the ant system (as). a new design method is employed to share the gravity and the lateral loads between the main frame and the bracings according to the requirements of the ibc2006 code. an algorithm is developed which is called optimum steel designer (osd). an optimization method based on an approx...

J. Junfeng L. Siqi, Y. Tianlai

To understand the seismic damage characteristics of bottom frame-wall buildings and to study their seismic performance, the seismic damage outcomes of  bottom frame-wall structures in Du jiang weir by the Wen chuan earthquake on May 12,2008, China were field observed and studied. The assesment of the seismic damage to the bottom frame-wall masonry in Du jiang weir urban showed that the damage t...

Journal: :Scoliosis 2007
Tomasz Kotwicki Edyta Kinel Wanda Stryla Andrzej Szulc

BACKGROUND The shape of the torso in patients with idiopathic scoliosis is considered to reflect the shape of the vertebral column, however the direct correlation between parameters describing clinical deformity and those characterizing radiological curvature was reported to be weak. It is not clear if the management proposed for scoliosis (physiotherapy, brace, surgery) affects equally the sha...

2013
D. Darling G. Hemalatha

Structures subjected to seismic forces must have adequate strength and stiffness to control inter storey drift in order to prevent damage to structural and nonstructural elements during excitations. Linked column concept for steel structures was proposed by Peter Dusicka et.al(2009) with the objective of utilizing replaceable components that are strategically placed to protect the gravity load ...

Journal: :Transactions of the Japan Society of Civil Engineers 1957

Journal: :Ain Shams Engineering Journal 2015

Journal: :Bulletin of the New Zealand Society for Earthquake Engineering 2000

Journal: :International Journal of Solids and Structures 2013

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