Feb , Report No titled Shear Flexure Interaction Modeling for Reinforced Concrete Structural Walls and Columns under Reversed Cyclic Loading The proposed modeling approach incorporates RC panel behavior described with a constitutive fixed strut angle panel model into a two dimensional
Aug , formed of metal, said floor track is a channel having opposed walls sized to tightly receive said panel engaging surfaces at the lower end of said stud member, said stud member web is wider than its legs, and said assembly can be twisted through substantially degrees without permanent deformation.
Jul , No ,, and in European Patent No ,, or in the form of precast vertical wall panels or sections In the construction of vertical walls from opening also provide for a stiffer and stronger coupler body and prevent bending or deformation when aligned connected rebars are subjected to a
The full extent of deformation may vary depending upon a number of factors such as the manufacturing tolerances of the precast panels It should be noted that it is an advantage of the present invention that the hollow cylindrical barrier is readily adaptable to wide variations in the manufacturing tolerances of the wall
Jul , Earthquake resistant curtain walls with suspended glazed panels US A Abstract This invention refers to curtain walls capable of resisting the seismic forces of major earthquakes without breakage of their glass panes and without deformation or distortion of their structure The above can be
Jul , A wall cladding and wall cladding system each comprising a plurality of panels, wherein opposing ends of each panel are substantially aligned with Any discussion of the prior art throughout the specification and in the background should in no way be considered an admission that such prior art is widely
May , The wall () comprises a plurality of panels () each having respective suspension points, as well as a load bearing structure (), usually constituted by a elements ( ) of the plurality so that the orientation movement takes place with an absence of deformation stresses applied to the respective panel ().
Sep , This resistance to plastic deformation will exceed a predetermined value for the fireblast wall concerned which will itself be determined by inputting into In addition, different sizes of fireproof sheet or panel are commercially available and it may be desirable to use a smaller number of large sheets or
Apr , ii said lateral eave flaps of said roof module panels are folded downwardly over the exterior of the top of respective ones of said wall module panels and secured with fasteners thereto, with the exception that the lateral base flap of said roof module panel over said space between said wall modules is not
Jun , The insulated window panel assembly as defined in claim , wherein said inner wall includes a crimp line to define an axis about which a corner is is substantially constant along its entire length even though the bent corners were formed without mandrels or side clamps to control deformation.
Oct , is an exploded view of the various layers that may be included in a plank or wall panel of the invention The top layer is an optional protective overlay or cover layer that is most desirable when the wear layer is not particularly durable Preferred top layer characteristics include transparency,
Jul , In a boiler waterwall panel , a panel body with water passages is constituted by a plurality of metal seamless finned single tubes as Boiler water wall panel ) and a method of producing an alloy coated boiler panel (e.g Japanese Unexamined Laid open Patent Publication No.
Mar , The curtain wall system has connector devices securing one of the glazing panels to the frames of structural members No ,, (hereinafter Patent ), issued to Holland et al on Nov , , describes a building panel system in which anchor sockets are secured to the building framing.
A wall protecting assembly is provided for protecting outwardly exposed intersecting wall surfaces adjacent the intersection thereof comprising a rigid base plate securely This is so that upon inward deformation of the walls during impact, the wall inner surface will preferably not contact the cushion member finger .