Cao et al., 2022 - Google Patents
Seismic performance of glulam timber post and beam structures with and without light frame timber shear wall infillCao et al., 2022
- Document ID
- 12377922030672204329
- Author
- Cao J
- Xiong H
- Liu Y
- Yu D
- Chen J
- Publication year
- Publication venue
- Journal of Building Engineering
External Links
Snippet
Timber post and beam structure is typical frame construction with a simple structural system and clear force transmission path. This work studies the seismic performance of glued- laminated timber (glulam) post and beam structures under cyclic loading, as well as the …
- 238000004458 analytical method 0 abstract description 32
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2415—Brackets, gussets, joining plates
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2448—Connections between open section profiles
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2463—Connections to foundations
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
- E04B1/2604—Connections specially adapted therefor
- E04B2001/268—Connection to foundations
- E04B2001/2684—Connection to foundations with metal connectors
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, or groups of buildings, or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake, extreme climate
- E04H9/02—Buildings, or groups of buildings, or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake, extreme climate withstanding earthquake or sinking of ground
- E04H9/028—Earthquake withstanding shelters
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, or groups of buildings, or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake, extreme climate
- E04H9/02—Buildings, or groups of buildings, or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake, extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| Alrubaidi et al. | Investigation of different steel intermediate moment frame connections under column-loss scenario | |
| Sun et al. | Seismic performance assessment of conventional CLT shear wall structures and post-tensioned CLT shear wall structures | |
| Viau et al. | Behaviour and modelling of cross-laminated timber panels with boundary connections subjected to blast loads | |
| Bypour et al. | Nonlinear analysis to investigate effect of connection type on behavior of steel plate shear wall in RC frame | |
| Cao et al. | Seismic performance of glulam timber post and beam structures with and without light frame timber shear wall infill | |
| Zhang et al. | Study on the seismic performance of high-strength steel framed-tube structures with replaceable shear links | |
| Wichman et al. | Experimental investigation and numerical modeling of rocking cross laminated timber walls on a flexible foundation | |
| Torres-Rodas et al. | Cyclic behavior and design methodology of exposed base plates with extended anchor bolts | |
| Ponzo et al. | Modelling of post-tensioned timber-framed buildings with seismic rocking mechanism at the column-foundation connections | |
| Haghi et al. | Macro modeling of steel-concrete composite shear walls | |
| Guo et al. | Component-based models of beam-column joints exposed to fire in steel framed structures against progressive collapse | |
| Shadravan et al. | Investigation of wood shear walls subjected to lateral load | |
| Ru et al. | Investigation on a self-centering beam-column joint with tapered steel plate dampers | |
| Luo et al. | Experimental and numerical study on the hysteretic behavior of a hybrid timber buckling-restrained brace with a cross-shaped steel core | |
| Nouri et al. | Moment-rotation model for steel-timber composite connections with slab continuity steel rods | |
| Ghadami et al. | Improving the behavior of the CBF system using an innovative box section damper: Experimental and numerical study | |
| Richard et al. | Prediction of seismic behavior of wood-framed shear walls with openings by pseudodynamic test and FE model | |
| Vasdravellis et al. | Dynamic response of composite frames with different shear connection degree | |
| Zhang et al. | Seismic performance of a newly assembled joint between shaped steel beams and square steel tubular columns | |
| Wang et al. | Seismic assessment of glulam frames with dual-tube self-centering buckling-restrained braces | |
| Zhang et al. | Static performance of slidable bolt-assembly truss-to-column connection with oversized bolt holes | |
| Liu et al. | Progressive collapse resistance and uncertainty analysis of post-tensioned steel frames | |
| Jerves et al. | Cyclic testing and modeling of CLT rocking walls with modular base connections and LSL wall toes | |
| Hooshangi et al. | The reliability assessment of the seismic demands of beams in chevron-braced frames and the factors affecting them | |
| Noferesti et al. | Cyclic Behavior of Bolted Stiffened End‐Plate Moment Connections for Different Bolt Pretensioning Levels: An Experimental Study |