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مراقب عام المنتديات والحوار العام ومنتدى الهندسة المدنية
عدد المساهمات : 4632
تاريخ التسجيل : 16/04/2008
العمر : 37
الموقع : just in my dreams ,, i can reach any place
رقم العضوية : 1036
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 |  موضوع: New Methods in building and structure frames  الإثنين 22 مارس - 15:55 | |
| EUREKA EUREKA!! - اقتباس :
- New Methods in building
and structure frames reduce structural failures and slow down building
collapses and other structural failures in seismic, wind, and collision
forces, and can be a major benefit in all post-disaster recovery and
rebuilding projects.
DUAL/MULTIPLE RIGID
STRUCTURAL FRAME TRIBUTARY AND LOAD-PATHED TECHNOLOGIES ARE DISCOVERED!!
- STRUCTURAL
STRAP-NETS AND EXTENSIONS ADDS A COMPLETE,
TOTAL-FRAME, INDEPENDENT-PERFORMING, CONTINUOUS FORCE-LOADS ABSORBING
AND FRAME POST-TENSIONING REINFORCING ELEMENT TO ANY/ALL TYPES OF
STRUCTURAL FRAME ASSEMBLAGES!!
- REQUIRING A COMBINATION OF THREE SEPARATE ASSEMBLY AND
INSTALLATION INNOVATIONS, STRUCTURAL STRAP-NETS AND EXTENSIONS ADDS TWO-FOUR
(+) TIMES THE AMOUNTS OF ALLOWABLE LOADS TO STRUCTURAL FRAME ASSEMBLAGES
INSTALLED WITH!!
- DUAL-TRIBUTARY
STRUCTURAL-ASSEMBLAGE CONNECTION ASSEMBLIES LED TO INSTALLED-FLEXIBLE
SOLID STEEL RIGID STRAPPING CORDS, THAT LED TO EXTERNAL-FRAME,
INTERIOR-BODY INSTALLABLE FULL-STRUCTURE CONTINUOUS STRUCTURAL
REINFORCING!!
- STRUCTURAL STRAP-NETS
FOCUS ON ADDRESSING THE STRUCTURAL FRAME/BODY ASSEMBLAGE HORIZONTAL AND
VERTICAL LINEAR SEAMS, JOINTS, A/O INTERSECTIONS, LEAVING NO STRUCTURAL
ASSEMBLAGE ELEMENT UNREINFORCED!!
- STRUCTURAL
STRAP-NET EXTENSIONS PROVIDE A SECONDARY ANCHORING OR
FASTENING STRUCTURAL ELEMENT THAT SECURES STRUCTURE FRAMES TO
FOUNDATIONS, AND ATTACHED STRUCTURES AND EQUIPMENT TO THE STRUCTURE
FRAMES!!
6-SIDED STRUCTURAL BODY-FRAME ANALYSIS:
- IN A 6-SIDED STRUCTURAL BODY-FRAME, THERE ARE SIX STRUCTURAL
COMPONENTS (THE PANELS/SIDES), 12 LINEAR INTERSECTION STRUCTURAL
ELEMENTS, AND EIGHT 3-POINT INTERSECTION STRUCTURAL ELEMENTS, FOR A
TOTAL OF SIX COMPONENTS AND 20 ELEMENTS.
- WITHOUT
A CONTINUOUS STRUCTURAL COMPONENT ADDRSSING EACH AND EVERY STRUCTURAL
BODY-FRAME INTERSECTION, ONLY SOME OF THE FORCE-REACTIONS ARE
ADDRESSIBLE.
- THE STRUCTURAL
BODY-FRAME COMPONENTS PRIMARILY PERFORM IN COMPRESSION RESISTANCE, AND
THE STRUCTURAL STRAP-NET PERFORMS PRIMARILY IN TENSION-RESISTANCE.
- STRUCTURAL
STRAP-NETS ADDRESS THE 20 STRUCTURAL ELEMENTS CONTINUOUSLY, WITH A
CONTINUOUSLY ASSEMBLED AND CONNECTED STRUCTURAL COMPONENT.
- ONCE
INSTALLED AND ANCHORED TO THE STRUCTURAL BODY-FRAME, THE STRUCTURAL
STRAP-NET AND THE STRUCTURAL BODY-FRAME COMBINE TO RESIST ALL APPLIED
FORCES AND LOADS ON THE STRUCTURAL BODY-FRAME ASSEMBLAGE.
MINIMUM
STRUCTURAL STRAP-NET FOR 6-SIDED STRUCTURAL BODY-FRAME:
- THE STRUCTURAL STRAP-NET INSTALLS TO THE
STRUCTURAL BODY-FRAME.
- THE
STRUCTURAL STRAP-NET CORNER CONNECTION ASSEMBLIES ADDS LATERAL AND
ROTATIONAL FORCE IMPACT RESISTANCE AT EACH STRUCTURAL BODY-FRAME 3-POINT
CORNER ASSEMBLAGE.
- THE
STRUCTURAL STRAP-NET RING AND LINKING CORDS ADD TWO DISTINCT STRUCTURAL
BODY-FRAME STRESS REDUCING PERFORMANCES; ADDITIONAL LOADS-DISPERSING
TRIBUTARIES, AND DAMPING OF THE ABSORBED AND TRANSFERRING LOADS THROUGH
THE RING AND LINK CORDS, WHICH DISSIPATE SOME OF THE LOADS BY RESONANCE
VIBRATIONS.
- THE STRUCTURAL STRAP-NET
ALSO POST-TENSIONS IN PROPORTIONATE COUNTER-ACTION TO THE STRUCTURAL
BODY-FRAME MOMENTUM AND MOVEMENTS, RELIEVING STRESS ON THE STRUCTURAL
BODY-FRAME AND PREVENTING FULLSEPARATIONS OF THE STRUCTURAL BODY-FRAME
COMPONENTS. THIS ALLOWS THE STRUCTURAL BODY-FRAME TO PERFORM IN
COMPRESSION-RESISTANCE FOR LONGER DURATIONS AND IN MULTIPLE AND VARIABLE
PERFORMANCES.
- THE COMBINED STRUCTURAL
STRAP-NETTED STRUCTURAL BODY-FRAME PERFORMS ALL COMPRESSION AND TENSION
FORCE-RESISTANCE FUNCTIONS FOR ALL DIRECTIONS OF APPLIED FORCES AND
LOADS, IN ALL STRUCTURAL COMPONENTS AND STRUCTURAL ELEMENTS OF THE
STRUCTURAL ASSEMBLAGE, IN ADDITION TO REDUCING STRESSES ON THE
STRUCTURAL BODY-FRAME COMPONENTS AND CONNECTIONS.
THE FIRST WORKING CONTINUOUSLY STRUCTURAL
STRAP-NETTED STRUCTURE FRAME PROTOTYPE:
- THE
FOLLOWING EXPERIMENTAL CONTINUOUSLY REINFORCED STRUCTURAL FRAME
ASSEMBLAGE HAS BEEN TESTED IN COLLISION FORCE IMPACTS THAT ILLUSTRATE
THE STRAP-NET AND STRUCTURE FRAME ARE COMPATIBLE UNDER HEAVY APPLIED
FORCE-LOADS STRESSES. (TEST VIDEOS AND RECORDED SOUND RESONANCE
GRAPHS/CHARTS ARE POSTED ON MY FACE BOOK PAGES.)
- IN
APPLIED FORCE-LOADS STRESSES, THE STRUCTURAL STRAP-NET STRUCTURALLY
PERFORMS IN FOUR BASIC NEW CHRONOLOGICAL PHASES; STRUCTURE-FRAME APPLIED
FORCE-LOAD MOMENT-RESISTING REINFORCING, FORCE-LOAD IMPACT SHOCK
ABSORBTION, INDEPENDENT TRIBUTARY FORCE-LOADS TRANSFERRING DISSIPATIONS,
AND STRUCTURE FRAME POST-TENSIONING REINFORCING.
- ADDITIONALLY,
THE STRUCTURAL STRAP-NET ADDS MORE INITIAL APPLIED FORCE-LOADS REDUCING
DISTRIBUTION TRIBUTARIES, AND STRUCTURE FRAME STABILITY AND SEPARATION
LIMITATIONS, WHICH MAINTAINS THE STRUCTURE FRAME MEMBERS TOGETHER LONGER
UNDER HEAVY STRESSES AND LOADINGS, INCREASING THE STRUCTURAL
FORCE-RESISTING PERFORMANCES OF THE STRUCTURE FRAME ASSEMBLAGES.
- THE
INSTALLED-FLEXIBLE STRAPPING CORDS ALLOWS THE STRUCTURAL STRAP-NETS TO
FLEX INTO TENSION AND RETURN TO IN-FLEX POSITIONS IN AND AFTER APPLIED
FORCE-LOADS ON THE STRUCTURE FRAME, WHICH ALLOWS THE STRAP-NETS TO
PERFORM IN MULTIPLE APPLICATIONS, AS WELL AS IN VARIABLE LOCATIONS OF
APPLIED FRAME STRESSES, LOADINGS, AND FRAME ASSEMBLAGE AND MEMBER
MOVEMENTS (DISPLACEMENTS).
- THE
STRUCTURAL STRAP-NET FOLLOWS THE GENERAL SHAPES OF THE INSTALLED-WITH
STRUCTURAL FRAME ASSEMBLAGES, WHICH ALLOWS FOR CONTINUOUS REINFORCING TO
BE INSTALLED WITH ANY SHAPED AND MATERIALED STRUCTURAL FRAMES AND
BODIES!!
- IN THIS CONTINUOUSLY REINFORCED STRUCTURAL
FRAME ASSEMBLAGE, THE FRAME IS ASSEMBLED WITH DOUGLAS FIR #2
CONSTRUCTION GRADE WOOD, AND THE INSTALLED STRUCTURAL STRAP-NET IS
ASSEMBLED WITH ASTM A36 GRADE STRUCTURAL STEEL.
- THE COMPRESSIVE STRENGTH OF THE WOOD FRAME
COMPONENTS ARE 1,000psi; THE TENSILE STRENGTH OF THE STEEL STRAP-NET
COMPONENTS AND FASTENERS ARE 30,000psi, AND ULTIMATE STRENGTHS ARE
52,000psi.
- INSTALLED ASSEMBLAGE STRENGTH OF THE STRUCTURAL
STRAP-NET IS APPROXIMATELY 3-1 (75%/25%) HIGHER THAN THE WOOD FRAME.
- INSTALLED ASSEMBLAGE STRENGTHS OF STRUCTURAL
STRAP-NETS IN STRONGER psi MATERIAL COMPONENT FRAMES NEVER EXCEEDS 1-1
(50%/50%)
- THE LOCATIONS AND PLACEMENTS OF THE
CONTINUOUSLY ASSEMBLED STRAPPING CORDS AND (FASTENED TO THE WOOD
FRAME) CONNECTORS COMPLIMENTS THE WOOD FRAME AND IS COMPATABLE WITH THE
FRAME WHEN THE STRUCTURAL ASSEMBLAGE IS STRESSED BY APPLIED FORCES AND
LOADS.
- THE STRAPPING CORDS ARE INSTALLED IN FLEXURE,
THE CONNECTION ASSEMBLIES AND WOOD FRAME ARE INSTALLED AND ASSEMBLED IN
RIGIDITY.
- THE STRAP-NET LINKING CORDS AND CONNECTOR CAPS
ARE INSTALLED TO THE FRAME'S INTERIOR, AND THE UPPER (RETAINER) AND
LOWER (ANCHOR) STRAP-NET RING-CORDS ARE INSTALLED TO THE FRAME'S
EXTERIOR.
- THE WOOD FRAME RESISTS APPLIED FORCES AND
LOADS, AND THE STEEL STRAP-NET RESISTS INITIAL FRAME MOVEMENTS, RELIEVES
FORCE-LOAD STRESSES ON THE WOOD FRAME, AND IN POST-TENSIONING, RESISTS
MOVEMENTS OF THE WOOD FRAME ASEMBLAGE AND COMPONENTS AGAIN.
- THE STRAP-NET FLEXES AND RESTS IN ACCORDANCE
AND IN PROPORTIONAL BALANCE OF THE AMOUNTS OF MOVEMENTS OF THE WOOD
FRAME ASSEMBLAGE.
- IN RETAINING THE WOOD FRAME'S COMPONENTS FROM
SEPARATIONS, THE WOOD FRAME ASSEMBLAGE AND COMPONENTS CAN RESIST APPLIED
FORCES AND LOADS FOR LONGER DURATIONS.
- THE STRUCTURAL STRAP-NETTED WOOD FRAME IS
COMPLETELY LATERAL, SHEAR, UPLIFT, EXPANSION AND CONTRACTION, AND
ROTATIONAL RESISTANCE REINFORCED.
- INTERIOR, EXTERIOR, FRAME COVERINGS AND
CROSS-FRAMING/PANELS DO NOT COMPROMISE THE REINFORCED DUAL-TRIBUTARY
STRUCTURAL FRAME ASSEMBLAGE.
STRUCTURAL STRAP-NETS REDUCES THE VARIETY OF REINFORCING HARDWARE IT TAKES TO
REINFORCE STRUCTURAL FRAMES!!
- THE CONTINUOUS INSTALLED-FLEXIBLE STRAPPING CORDS ALLOWS THE
STRUCTURAL DESIGNER AND FRAME REINFORCING INSTALLER TO GRAB MORE OF THE
FRAME AND STRUCTURE.
- THE FEWER COMPONENTS OF REINFORCING HARDWARE
AND MATERIALS EASES THE CONTRACTOR'S AND/OR DESIGNER'S PROJECT/BUILDING
CONSTRUCTION ESTIMATING WORK.
- THE CONTINUOUSLY INSTALLED STRUCTURAL STRAP-NET
ADDS MORE MATERIAL/PRODUCT SALES, WHILE SIMPLIFYING THE PRODUCTION AND
DISTRIBUTION PROCESSES FOR THE STRUCTURAL REINFORCING MANUFACTURERS AND
DISTRIBUTION CENTERS.
- THE REDUCED NUMBERS OF REINFORCING CONNECTORS,
ISOLATED STRAP-TIES/HARDWARE, AND FASTENERS INCREASE CONSTRUCTION
ASSEMBLING SAFETY, SPEED, AND FRAME DURABILITIES.
- THE STRUCTURAL STRAP-NETTED STRUCTURAL FRAME
ASSEMBLAGES ARE FULLY LATERAL, OVERTURNING, AND
DISPLACEMENT/DISLODGEMENT REINFORCED BEFORE ANY FRAME COVERINGS ARE
APPLIED, WHICH CAN LEAD TO BETTER THERMAL, MOISTURE, WATER, FIRE, ETC;
ALTERNATIVE INTERIOR AND EXTERIOR FRAME COVERING MATERIALS,
LIGHTER-WEIGHT FRAMES AND FRAME COVERINGS, AND NEW SHAPE AND STRUCTURE
LOCATION DESIGN AND PLANNING HORIZONS!!
- ORIGINAL SKETCH DRAWINGS BY INNOVATOR RANDY
LEE DUBE
"CLAW-CONNECTORS" AND "CLAW-CONNECTION ASSEMBLIES";
"ARE WHAT WE CALL OUR INNOVATIONS IN DUAL-TRIBUTARY FRAME ATTACHING AND
ANCHORING FASTENING ASSEMBLIES, THAT ADDS PERFORMANCE-BASED DESIGN WITH
STRENGTH-DESIGN, IN THE CONTINUOUSLY REINFORCED STRUCTURAL BODY-FRAME
DESIGN AND ASSEMBLY PRACTICE!!"
- COVER PAGE OF SAMPLE MANUFACTURED SHED DESIGN
WITH A CONTINUOUS REINFORCING STRUCTURAL STRAP-NET.
- NOTE
THE "CLAW-CONNECTORS" DETAIL ILLUSTRATIONS AND THE CONTINUOUSLY
ASSEMBLED TOP-RING ALONG THE DIMENSIONED SHED WALL-TOP PLATES.
- WITHOUT
THE "CLAW-CONNECTIONS", THE CONTINUOUSLY ASSEMBLED STEEL STRAPPING RING
COULD NOT BE CONSIDERED FOR STRUCTURAL PERFORMANCE DESIGN CRITERIA, AND
WITHOUT THE CONTINUOUSLY ASSEMBLED STEEL STRAPPING, NEITHER COULD THE
"CLAW-CONNECTORS."
PHASE 1;
MOMENT-RESISTANCE REINFORCING (AT UPPER AND LOWER STRUCTURE FRAME
LOCATIONS):
- WHEN INSTALLED, "CLAW-CONNECTION ASSEMBLY" AND
"CLAW-CONNECTORS" FUNCTION AS STANDARD IMPACT FORCE-RESISTING
REINFORCING CONNECTORS.
- NOTE
THE TOP AND BOTTOM CORNER PLACEMENTS OF THESE TWO "CLAW-CONNECTORS";
THIS STRUCTURAL STRAP-NET 'PHASE-ONE' STRUCTURAL PERFORMANCE, WITH THE
CONNECTED CONTINUOUS STEEL STRAPPING, CAN RESIST MULTIPLE DIRECTIONS AND
ROTATIONS OF APPLIED FORCES AT THESE KEY LOCATIONS OF THE STRUCTURAL
BODY-FRAMES AT THE SAME TIME AND IN DURATIONAL AND
REPETITIVE CONDITIONS.
- THE
CONTINUOUSLY ASSEMBLED STRAPPING RING-CORDS AND LINK-CORDS ADD TWO MORE
PHASES OF FORCE-RESISTANCE ALL THE WAY AROUND THE STRUCTURAL
BODY-FRAME, FOR A COMPLETE, FULL FORCES-RESISTANT AND RESILIENT
STRUCTURAL BODY-FRAME UNIT.
PHASES 2 & 3; FORCE-LOADS
REDUCTIONS ALONG UPPER AND LOWER STRUCTURE BEAMS AND WALL PANELS:
- EXCERPT FROM PHYSICS STUDY ON VERTICAL WALL
"CLAW-CONNECTION ASSEMBLIES."
- NOTE
THAT THE STRENGTH OF THE STEEL STRAPPING ALLOWS FOR THE VERTICAL (AND
HORIZONTAL) LINKING STRAPPING CORDS TO BE INSTALLED AT VARIOUS LENGTHS.
- THE MATERIAL PROPERTY STRENGTHS OF THE STEEL STRAPPING,
CONNECTORS, AND FASTENERS IS KEY IN HOW THE STRUCTURAL STRAP-NET RETAINS
THE ACCESSORIZED STRUCTURAL BODY-FRAME'S ASEMBLAGES, COMPONENTS, AND
MATERIALS.
PHASE 4; POST-TENSIONING @ CONNECTION
CAPS:
- EXCERPT FROM MATERIALS PROPERTIES STUDIES
- NOTE
THAT THERE ARE THREE XYZ VECTOR AXIS'; RIGID IN BOTH DIRECTIONS OF
EACH.
- THE RIGID STEEL
CONNECTOR CAP, AND "CLAW-CONNECTOR" ASSEMBLY MATCHES UP WITH EACH AND
EVERY DIRECTION OF APPLIED FORCES AND IMPACTS IN THIS ASSEMBLY
PLACEMENT, AND THE MATERIAL PROPERTY STRENGTHS OF THE STEEL STRAPPING,
CONNECTOR, AND FASTENERS ARE PLENTY STRONG ENOUGH TO RESIST THE APPLIED
FORCES AND IMPACTS.
KEY COMPONENT OF STRUCTURAL
STRAP-NETS:
- EXCERPT FROM MATERIALS PROPERTIES STUDIES.
- NOTE
THAT THE STEEL STRAPPING CORD CONTAINS THE POST-INSTALLED STRUCTURAL
PERFORMANCE PROPERTIES OF RIGIDITY, FLEXURE, AND ELASTICITY SEPARATELY
ALONG EACH OF THE STRAPPING CORD'S XYZ VECTOR AXIS'.
- THESE
STRUCTURAL PERFORMANCE PROPERTIES ALONG WITH THE STEEL MATERIALS
STRENGTH PROPERTIES IS WHAT ALLOWS, PHYSICALLY, THE SUCCESSFUL EXTERNAL
LOCATIONS OF THE COMBINED MOMENT-RESISTING, SHOCK-ABSORBING, AND
POST-TENSIONING STRUCTURAL STRAP-NETS.
EXTENSIONS; CROSS-FRAMING:
- EXCERPT FROM CROSS-FRAMING STRUCTURAL STRAP-NET
EXTENSIONS.
- NOTE THE EXTERNAL
STRAPPING CORD AND FASTENER INSTALLATION AND PLACEMENTS. THIS ASSEMBLING
METHOD IS MUCH SAFER FOR THE REINFORCING INSTALLER, AS THERE ARE FEWER
FASTENERS TO INSTALL, NO DRILLING INTO OR PLACEMENT OF REINFORCING STEEL
WITHIN THE WALL CAVITIES, AND THE LOCATIONS OF THE FASTENERS REDUCE THE
AMOUNTS OF TIMES THAT THE INSTALLER HAS TO CLIMB UP AND DOWN LADDERS,
SCAFFOLDING, ETC; TO PLACE AND FASTEN THE STRUCTURE FRAME'S REINFORCING.
- THIS
REINFORCING ASSEMBLING METHOD ADDRESSES THE WALL'S PARALLEL AND
PERPENDICULAR LATERAL FORCES RESISTANCES, WITH THE CORNER CONNECTIONS
AND TOTAL PERIMETER RING-CORD, ADDRESSES THE HORIZONTAL
TWISTING/OVERTURNING FORCES RESISTANCES, AND WITH THE CORNER DIAGONAL
AND WALL VERTICAL LINKING STRAPPING CORDS AND CONNECTIONS INSTALLED, THE
WALL'S AND THE ROOF'S UPLIFT AND SHEAR FORCES RESISTANCES ARE ADDRESSED
AS WELL, AND INCLUSIVELY!!
EXTENSIONS;
FOUNDATIONS (HEAVY-DUTY):
- EXCERPT FROM ANCHORAGING VARIATIONS FOR
STRUCTURAL STRAP-NETS AND EXTENSIONS
- THIS
FOUNDATION MODIFICATION REDUCES FORCE-LOADS FROM EARTHQUAKES AND
TORNADOES
- NOTE THAT THE STRUCTURE
FRAME IS TIED TO THE FOUNDATION WITH MULTIPLE ANCHORAGING COMPONENTS
- THE
STRUCTURE FRAME RETAINING WALL IS DESIGNED TO RESIST INITIAL STRUCTURE
BODY MOVEMENTS, NOT THE FULL WEIGHT LOADS OF THE STRUCTURE BODY.
- BY
TRANSFERRING FORCE-LOADS TO MORE TRIBUTARIES, AND WITH THE REDUCED
FORCE-LOADS FROM THE STRUCTURE FRAME BODY ABOVE, THERE IS INITIAL
STRUCTURE BODY MOVEMENT REDUCTIONS, AND LESS STRESS ON THE RETAINING
WALL.
BASIC
PHYSICS, ENGINEERING, AND ASSEMBLING TECHNOLOGIES OF DUAL-TRIBUTARY AND
LOAD-PATHED STRUCTURAL BODY-FRAMES: "THE
NUMBER ONE STRUCTURAL PERFORMANCE GOAL OF CONTINUOUS REINFORCING IS TO
ACHIEVE MOMENTUM CONSERVATION AND EQUILIBRIUM IN ASSEMBLED RIGID
STRUCTURAL BODY-FRAMES" - RANDY LEE DUBE : THE PHYSICS OF STRUCTURAL
STRAP-NETS, CONTINUOUS STRUCTURAL REINFORCING, AND DUAL-FRAMES WITH
OPPOSITE AND INDEPENDENTLY ACTING 'A-B' FRAMES WASN'T DEVELOPED WHEN
THESE SYSTEMS WERE DEVELOPED, SO I HAD TO GO BACK AND RESEARCH THE
APPLICATIONS OF THE THIRD LAWS OF PHYSICS AND MODIFY (EXPAND) THEM TO
MEET THE PHYSICAL PERFORMABILITIES OF STRUCTURAL STRAP-NETTED ASSEMBLED
RIGID FRAMES:
- MOMENTUM CONSERVATION AND EQUILIBRIUM
FORMULA/EQUATION ABOVE
- ORIGINALLY
DEVELOPED BY PHYSICIST SIR ISAAC NEWTON
- A STRUCTURAL STRAP-NETTED STRUCTURAL BODY-FRAME EXPANDS SOME
OF NEWTON'S THIRD LAWS OF PHYSICS: .
- STRUCTURAL
STRAP-NETS ARE THE 'TENSION ROPES' (C) OF STEP 4 ABOVE, PLACED
AND ATTACHED TO THE 'TENSION SPRING' (A, B) STRUCTURAL BODY-SHELL.
- THE
STRUCTURAL STRAP-NET REACTS TO FORCES AND MOVEMENTS ON AND FROM THE
STRUCTURAL BODY-SHELL IN THREE CHRONOLOGICAL FUNCTIONS: 1) IMPACT MOMENT
RESISTANCE, 2) FORCE ENERGY/SHOCK ABSORPTION, TRANSFER, DISSIPATION,
AND DISTRIBUTION, 3) POST TENSIONING STRUCTURAL BODY-SHELL
MOVEMENT/SEPARATION RESISTANCE.
- THE
STRAPPING CORDS BETWEEN THE STRAPPING NET CONNECTION ASSEMBLIES OF THE
STRUCTURAL STRAP-NET ARE INSTALLED WITH MORE LENGTH THAN THE END
CONNECTION DIMENSIONS, GIVING THE STRUCTURAL STRAP-NET ITS FLEXURE,
ABSORPTION, DISSIPATION, AND ELASTICITY PROPERTIES.
- IN
WEAKER PSI STRENGTH STRUCTURAL BODY-SHELLS, THE STRUCTURAL STRAP-NET
REINFORCES THE ENTIRE STRUCTURAL BODY-SHELL ASSEMBLAGE.
- IN
EQUAL/STRONGER PSI STRENGTH STRUCTURAL BODY-SHELLS, THE STRUCTURAL
STRAP-NET REINFORCES THE STRUCTURAL BODY-SHELL CONNECTIONS AND
CONNECTION ASSEMBLIES, WITH VARIOUS LEVELS OF REINFORCING TO THE TOTAL
STRUCTURAL BODY-SHELL ASSEMBLAGES.
 STRUCTURAL
STRAP-NETTING NEUTRALIZES SOLID BEAMS AND ASSEMBLED WALL-PANELS BY
CONSERVING THE MOVEMENTS AND SEPARATIONS OF THE BEAMS, POSTS, AND
ASSEMBLAGES, EQUALIZING AND OPTIMIZING THE PROPERTY STRENGTHS OF THE
BEAMS, WALLS, AND ASSEMBLAGES.
- THE
BEAM/WALL END REINFORCING AND STRUCTURAL STRAP-NET CORNER
'CLAW-CONNECTOR' CAPS PROVIDE THE MAJORITY OF THE MOMENT RESISTANCE FOR
THE STRUCTURAL BODY-FRAME ASSEMBLAGE.
- THE
STRUSTURAL STRAP-NET RING AND LINKING CORDS PROVIDE FORCE/SHOCK
ABSORBANCE, ADDITIONAL LOADS DISTRIBUTION, LOADS DISSIPATIONS, AND ALSO
ACT AS THE POST-TENSIONING RESISTANCE CORDS.
- REINFORCING
AND POST-TENSIONING IS ACHIEVED EXTERNALLY TO THE BEAM/WALL ASSEMBLY,
ALONG THE INTERIOR SIDES OF THE BEAMS, WALLS, AND STRUCTURE ASSEMBLAGES.
- THE
STRUCTURAL STRAP-NET FOLLOWS THE ENTIRE STRUCTURAL BODY-FRAME SHAPE,
WHETHER THE SHAPE IS LINEAR (1-D), OPEN-PLANAR OR CLOSED-PLANAR (2-D),
OR SPHERICAL-ENCLOSED (3-D).
- THE
STRUCTURAL STRAP-NETS CAN BE FITTED/CRAFTED TO EXTEND BEYOND THE MAIN
STRAP-NETTED FRAME-BODY FOR EXTERNAL ANCHORAGING AND/OR RETAINING OF
EXTERNAL ATTACHED STRUCTURAL COMPONENTS.
- THE
STRUCTURAL STRAP-NET IS MULTIPLE-ANCHORED AT SPECIFIED LOCATIONS ALONG
THE UPPER AND LOWER STRUCTURAL BODY-FRAME WALL/BEAM TOPS & BOTTOMS.
- THE
STRUCTURAL STRAP-NET MAIN BODIES CAN BE MULTIPLIED AND INTERCONNECTED
INTO EQUAL/SIMILAR SECTIONAL STRAP-NETS. (THIS IS FOR MULTIPLE-STORY
BUILDINGS, COMPARTMENTAL STRUCTURE/VEHICLE BODIES, ETC.)
- THE
STRUCTURAL STRAP-NET LINEAR RING-CORDS FILL ALL GAPS IN LATERAL
REINFORCING OF BUILDING INTERSECTION SEAMS, AND THE
DIAGONAL/PERPERNDICULAR LINKING-CORDS ADDRESS AND MAINTAIN THE LINEAR
VERTICAL CORNER SEAMS AND ASSEMBLAGES:
STRUCTURAL STRAP-NETS REINFORCING INSTALLS
TO THE ENTIRE STRUCTURAL BODY-SHELL, ALONG THE INTERIOR SIDES OF THE
ENCLOSED SPACE:
- THIS INSTALLATION
METHOD APPLIES IN BOTH SITE-BUILT AND FACTORY-BUILT STRUCTURES!!
- THE
LEVEL PLATFORM FLOOR BASE INCREASES THE REINFORCING INSTALLATION AND
FASTENING SAFETY FACTORS!!
- THE
REDUCED NUMBERS OF FRAME REINFORCING MATERIALS, PARTS, AND/OR FASTENERS
ALSO INCREASE THE FRAMING, REINFORCING, AND FASTENING SAFETY FACTORS!!!
- THIS
REDUCED FRAME REINFORCING INSTALLATION METHOD CAN SPEED UP THE TOTAL
FRAME ASSEMBLING PROCESS!
- CROSS-BRACING
STRUCTURAL WALLS CAN BE ELIMINATED IN SMALLER FLOOR SQUARE FOOTAGE
STRUCTURES, AND REDUCED IN LARGER SQUARE FOOTAGE STRUCTURES.
- IN
MANUFACTURED BUILDINGS, VEHICLES AND CONTAINERS, THE STRUCTURAL
STRAP-NET LINKING CORDS CAN CONTINUE TO INCLUDE TOP AND BOTTOM
STRUCTURAL BODY-SHELL SIDES/PANELS.
- THE
STRUCTURAL STRAP-NETTED MAIN STRUCTURAL BODY-FRAME IS THE MAIN CORE
COMPONENT OF THE DUAL-FRAME STRUCTURAL SYSTEM.
- EXTENSIONS
FROM THE STRUCTURAL STRAP-NET CAN EXTEND FROM ANY CORE DUAL-FRAME
STRUCTURAL BODY-FRAME SIDE, WALL, OR PANEL, IN ANY DIRECTION TO THE
INTERIOR OR EXTERIOR OF THE STRAP-NETTED STRUCTURAL BODY-SHELL!!
- AS
ILLUSTRATED ABOVE, THE STRUCTURAL STRAP-NET'S STRAP-CORDS CAN EXTEND
INTO THE STRUCTURE'S FOUNDATION/CHASSIS FRAME FOR BETTER ANCHORAGING,
AND ONTO ANY CROSS-FRAMING SYSTEM FOR BETTER AND MORE UNIFORM ATTACHING,
CONNECTING, AND IMPACT/DURATIONAL FORCE RESISTING!!!
- NOT
ILLUSTRATED ABOVE ARE STRUCTURAL STRAP-NET EXTENSIONS FOR PARALLEL
AND/OR DIAGONAL EXTERIOR (OPEN AND/OR CLOSED FRAMED) ATTACHED
STRUCTURES, MECHANICAL EQUIPMENT, ADDITIONS, AND TEMPORARY
ANCHORAGES!!!!
- THE ABOVE ILLUSTRATED
LISTED EXTERIOR BARRIER OPTIONS CAN BE APPLIED BY EITHER WRAP OR SPRAY
APPLIED METHODS, FOR SAFER INSTALLATION, BETTER COVERAGE, AND LONGER
LASTING RESULTS!!!
- THE
DECORATIVE COVERINGS LISTED ABOVE CAN ALSO PROVIDE EXPOSED WEATHER
PROTECTION FOR BOTH THE BARRIER UNDERLAYMENTS AND THE STRUCTURE FRAME
SHELL/ INTERIOR!!
- STRUCTURAL STRAP-NETS
CAN BE INSTALLED WITH WOOD, MASONRY, AND STEEL FRAME MATERIALS SAFELY,
IN BOTH OPEN-SPACED AND SOLID-WALL/PANEL FRAME SYSTEMS!!
- STRUCTURAL
STRAP-NETS CONTINUOUS REINFORCING IS A CONSISTANT 'B'-FRAME OF THE
STRUCTURAL DUAL-FRAME SYSTEM. THE 'A'-FRAMES CAN BE VARIABLE!!
- WITH
CONTINUOUS STRUCTURAL STRAP-NETS REINFORCING, NEW, LIGHTER-WEIGHT
BUILDING MATERIALS CAN BE DEVELOPED AND USED AS THE 'A'-FRAME COMPONENT
OF THE STRUCTURAL DUAL-FRAME SYSTEMS!
STRAP-NETTING BASICS:
- OUR
BASIC STRUCTURAL STRAP-NETS WORK WELL WITH MANUFACTURED BUILDINGS AND
SHEDS, SEMI-TRUCK/TRAIN TRAILERS AND CARGO HOLDS, HAZARDOUS MATERIALS
STORAGE TANKS AND HOLDS, AND ADDITIONAL SIMILAR SHAPED AND UTILIZED
STRUCTURES!!!
- THE BASIC
STRUCTURALSTRAP-NET CAN BE CONTINUOUSLY DUPLICATED FOR MULTI-STORY
BUILDINGS AND STRUCTURES, AND/OR FOR COMPARTMENTALIZED STRUCTURES AND
VEHICULAR BODY-FRAMES!!
- THE
WALL AND CORNER LINK-CORDS CAN BE EXTENDED BEYOND THE ANCHORING RING TO
GRAB SECONDARY FRAME AND/OR ENTRENCHED-IN-SOILS FOUNDATION ANCHOR
COMPONENTS!!
- THE RETAINER RING CAN BE
EXTENDED UP AND OVER CROSS-FRAMING MEMBERS TO GRAB UPPER FLOOR AND/OR
ROOF FRAMING SYSTEMS!!
- THE
WALL AND CORNER LINK-CORDS CAN BE EXTENDED PERPENDICULARLY TO GRAB
ATTACHED STRUCTURES AND/OR EQUIPMENT, CROSS-LINKING, AND/OR DECORATIVE
FEATURING!!!
- SEE PHOTO AND DRAWINGS
ABOVE FOR MORE ACCURATE STRAP-NET AND REINFORCED STRUCTURE COMPONENT
ILLUSTRATIONS.
SUMMARY:WHETHER YOU ARE
LOOKING FOR:
- BETTER COLLISION AND
FORCE-RESISTANT BUILDINGS, STRUCTURES, CARS, FUEL AND STORAGE TANKS,
BRIDGES, LEVEES, AND ADDITIONAL TYPES OF STRUCTURE FRAMES
- INCREASING BUILDING
AND VEHICLE ENERGY AND/OR FUEL EFFICIENCIES
- ADDING
INTERIOR BUILDING SPACE AND/OR DECORATIVE FEATURES UPGRADES
- REDUCING
GREENHOUSE GASSES AND OTHER POLLUTANTS
- TEACHING/PRACTICING
A NEW EXPANSION IN THE SCIENCE OF PHYSICS AND/OR DISCIPLINE OF
ENGINEERING
- REDUCING YOUR COSTS
OF BUILDING CONSTRUCTION, ENERGIES, UPKEEP, AND INSURING
- LOWERING
YOUR PROPERTY AND PRODUCT DEVELOPMENT INVESTMENT RISKS AND RAISING YOUR
INVESTMENT REWARDS
- EXPANDING
YOUR ARCHITECTURAL AND LAND PLANNING DESIGNING HORIZONS
- DEVELOPING
NEW TYPES OF CARS, PLANES, VIDEO ANIMATION AND SPECIAL EFFECTS,
SPACECRAFT, AND BIOSPHERES
- ADVANCING
THE SCIENCE AND TECHNOLOGIES OF MEDICINE, ROBOTICS, PHYSICS, SPACE AND
OCEAN EXPLORATION AND SETTLING;
THE
INNOVATIONS FROM STRUCTURAL STRAP-NETS AND EXTENSIONS CONTINUOUS
FLEXIBLE BUILDING AND STRUCTURE REINFORCING SYSTEMS CAN ASSIST YOUR
JOURNEY THERE (AND BEYOND?)!!! GOD BLESS AND GOD'S SPEED; RANDY LEE DUBE, TOR-EGGS-TOR DESIGN
SOLUTIONSINNOVATOR OF
STRUCTURAL STRAP-NETS AND EXTENSIONS "GO-GREEN, WITH HURRICANE-PROOF
BUILDING-FRAMES, BECAUSE WE NOW CAN"-RLD  | |
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