If 6 inches, nail them 6 inches apart, etc. For the thickness of the wall to be safe in shear, the ultimate shear, V u should less than the allowable shear, V allow as recommended by the ACI 318 code. The objectives of the present study were to evaluate the dynamic amplification and establish a code-format force reduction factor for shear, applicable in Canada. SHEAR PANEL. This condition could be also achieved by assembling massive timber elements using ductile fasteners . In structural steel and monolithic concrete frames, the duc tile link is provided by plastic hinges in the ends of the beams. Key words: non-Newtonian, wall shear rate, turbulent, rheometer. All shear wall nailing should be staggered. (f) Boundary elements need not be provided if the entire wall section is provided with special confining reinforcement. For the shear calculation qu = (1. CFSEI's new Shear Wall Design Guide provides a discussion of wood and steel sheathed, cold-formed steel framed shear wall assemblies used to resist wind and seismic forces as well as to provide design and detailing examples based upon the 2006 International Building Code (IBC). The plane of principal stress in shear failure lies at 45 degree with longitudinal axis. Shear Walls 5 Seismic Design Category Seismic Design Category Allowed Shear Walls A or B C D and. Wall lines along the parking or similar open space shall be evaluated to determine the soft, weak, or open-front wall lines. Hence, the shear wall is constructed as seismic resistant units i. Designing a beam to resist shear is a straightforward process: • Calculate the uniform distributed loads (wD, wL and w u) • Calculate the envelope of factored shear (Vu)1, or to make using the shear design equations summary sheet easier, calculate the envelope of c u V V /φ.
Shear walls were provided to reduce. NON‐DUCTILE RC FRAMES WITH ADDED SHEAR WALLS Karageyik, Can M. 50, "Thickness Design of Ductile Iron Pipe", using 60,000 psi tensile strength, 42,000 psi yield strength, and 10 percent elongation. 3 and masonry research • Should help with post-disaster structures. Overall geometric proportions of the wall, types and amount of reinforcement, and. 50)(1,607 psf)(15′) = 12,053 lb/ft Note:. When diaphragms and shear walls. He has received many awards for his technical work (as well as for his latest novel). Publisher's Note: Products purchased from Third Party sellers are not guaranteed by the publisher for quality. Sources: Charles Pankow Foundation, McLean, Va. shear transfer 2. Design of RCC Ductile Frame Structure Markandeya. Overturning tension anchorage forces at the ends of shear walls in these projects can routinely be in the 40 kip range and even get as high as 60 kips or more. However, shear due to formulation of plastic hinges at both the ends of the beams has been calculated as 186 kN and 175 kN. In this picture you can see the 1" O. This paper presents a method for calculating the wall shear rate in pipe turbulent flow.
Re: Foundation design for ductile wall "Yes it is a shear wall and the reaction will be trapezoidal, but the short length of the wall "could" mean that an average uniform load could be assumed i. During the last 3 decades interest has grown globally in the application of ductile steel plate walls (DSPWs) (or steel plate shear walls) for building lateral load resistance. Eight other chapters have been extensively revised and expanded, including a chapter presenting the basic seismic design philosophy to determine seismic loads. The analytical model can be used in design of shear walls with different sheet materials, sheathing-to-timber joints, geometric layout, anchoring conditions and load configurations. of Civil, Structural and Environmental Engineering, University at Buffalo, Buffalo NY, USA, Assistant Professor, Dept. Shear wall design with single mesh is not available as it is designed for the axial force and biaxial moments. Between these end-members, there are intermediate types of brittle-ductile. In reply to a query by Mr. Cantilever walls are walls that do not have any supports and thus have a free unsupported excavation. Finally, at roughly twice that force the penetration is around 0. The seismic shear provisions of EC8 for ductile reinforced concrete walls, serving as the lateral load resisting system in multistorey building structures are re-examined. , Ltd was founded in 2000,with a good reputation in national steel market, we have established international business since 2000,after so many years operation,our clients spreads over all the world. Pejovic1, S. However, in the previous CSA S304. Shear Wall Design Data Tables 1, 2, and 3 give nominal (ultimate) strengths for the design of shear walls with cold-formed steel framing. The room is 18 feet high, mind you, not 9 feet one level and 9 feet on another level, but a single story 18 foot high room with only one, 4 foot wide shear wall to brace the. Instead, fluid flow is fastest at the center and slowest close to the wall. Seismic Design of Cast-in-Place Concrete Special Structural Walls and Coupling Beams: A Guide for Practicing Engineers The basic structural elements of an earthquake-resistant building are diaphragms, vertical framing elements, and the foundation. Cantilever shear walls act as cantilever beams and are connected to the rest of the structure by floor diaphragms through which horizontal forces are transmitted to the wall. Comprehensive coverage of the background and design requirements for plastic and seismic design of steel structures Thoroughly revised throughout, Ductile Design of Steel Structures, Second Edition, reflects the latest plastic and seismic design provisions and standards from the American Institute of Steel Construction (AISC) and the Canadian Standard Association (CSA).
30-foot, 6-inch-long walls running in the transverse building direction. Worked example to accompany MBIE Guidance on the seismic design of retaining structures. Seismic Fragility Analysis of Reinforced Concrete Shear Wall Buildings in Canada By Yasamin Rafie Nazari Thesis submitted to the Faculty of Graduate and Postdoctoral. Shear walls are specially designed structural walls incorporated in buildings to resist lateral forces that are produced in the plane of wall due to wind and earthquake. When a design load combination includes time history results, design can the be for the envelope of those results or for each step of the time history. 0 however in normal. 25 times nominal flexural strength Mnominal flexural strength, Mn, except Vexcept Vn need not beneed not be greater than 2. Cantilever walls - Cantilever wall design. It is observed that the shear wall is economical and effective in high rise building. The copper pipe has an outer diameter of 2. a In Dual shear wall systems where special moment frame(s) are used parallel to the steel shear wall or in the same plane as steel shear wall, the design of special moment frame. Seismic resistance of reinforced concrete shear walls and frame joints : Implications of recent research for design engineers, published by Applied Technology Council, USA. The methods of analysis presented are allowable stress design and strength design in which service loads are increased by load factors. Finally, at roughly twice that force the penetration is around 0. [9 Wallace JW, Massone LM, Bonelli P, et al. Moreover, the NBCC 2005 has been extensively revised from the 1995 edition.
shear wall nailing, that was suppose to be 2" O. The sheathing nailing is selected as the ductile load limiting element, whereby the large displacement demands imposed during an earthquake can be sustained without failure of the timber members in bending, shear or tension. *FREE* shipping on qualifying offers. RACKING PERFORMANCE OF LONG STEEL-FRAME SHEAR WALLS Alexander J. It is shown (i) that the effective stiffness suggested in the current design documents is in excess when applied to coupling beams, (ii) that the methods recommended in Eurocode 2 (EC2) and Eurocode 8. Emulative Design - Two design alternatives have been carried over from prior editions into the 2000 NEHRP Provisions. Design Example Consider a wall of height 3 m and width of base 2. The position of the current strip is defined by its distance from the corner. Like shear walls, Braced Frames are designed to take lateral loads but are used where shear walls are impractical. In this paper, the behavior of steel plate shear wall (SPSW) in the reinforced concrete frame (RCF) has been studied numerically. SEISMIC ANALYSIS WITH SHEAR WALLS. Shear wall section and assumed reinforcement is investigated after analysis to verify suitability for the applied loads. Ductile connections. Patel Prashant N. Ductile behaviour of shear wall is a prominent issue as the shear wall is a specially designed structural wall to resist earthquake forces. Moment-Resistant Frames : Column/beam joints in moment-resistant frames are designed to take both shear and bending thereby eliminating the space limitations of solid shear walls or braced frames.
V allow = 121. EN 10155 S355K2G1W corten steel with shear edges-BBN … Henan BEBON Iron & Steel Co. In the proposed design, the precast elements have indented interfaces and are connected by a narrow zone grouted with mortar and reinforced with overlapping U‐bar loops. 75% nearly all walls assure at least life safety (LS) and. shear wall design and construction here in the United States. 1 Experimental study-Shake table tests In the first phase of the shear wall project, two RC wall specimens (W1, W2) were fabricated to represent shear walls. ductile) was recently added to NBCC in 2015 for RM structures designed and detailed according to Canadian Standards Association (CSA) S304-14 Design of Masonry Structures standard. more rationally address shear wall design in high seismic regions. Seismic Fragility Analysis of Reinforced Concrete Shear Wall Buildings in Canada By Yasamin Rafie Nazari Thesis submitted to the Faculty of Graduate and Postdoctoral. In earlier days, SPSWs were treated like vertically oriented plate girders and design procedures tended to be very conservative. In considering the criterion of sliding, the sliding resistance of retaining walls is derived from the base friction between the wall base and the foundation soils. (f) Boundary elements need not be provided if the entire wall section is provided with special confining reinforcement. Wall lines along the parking or similar open space shall be evaluated to determine the soft, weak, or open-front wall lines. structure under seismic loads and lateral forces that will be applied to itIn this study. 3-04 requirements for ductile shear walls for bending moments could be applied to constrain the location of inelastic flexural deformations at the base of MD shear. Moment and shear diagram of a beam under dead and live loads are shown below. thakkar@gmail. As a result, design strength in shear (without shear reinforcement) is gov-erned by strength which present before formation of diagonal cracks. development of the shear wall systems, new design provisions were incorporated in the codes .
Nail edge of each piece of plywood 3 ” apart staggered into each stud. development of the shear wall systems, new design provisions were incorporated in the codes . d= 250mm-75mm-6mm = 169mm. Pile cap analysis and design Using the Pile caps module , CYPECAD and CYPE 3D can design foundations resolved using piles with their respective pile caps. The aim of the new design is to ease the construction challenges and at the same time. Ghosh et al. Federico MazzolaniRobert Tremblay Limited preview - Applications of Plastic Analysis 7. The interior steel framing and slab connections were structurally strengthened to transfer seismic loading to 13 full-height, reinforced precast concrete shear walls around the building perimeter. This deflection is the sum of the deflection due to flexure plus the deformation. It is true that a more flexible subfloor installation would perform better in earthquakes. Ultimately, the behavior of these different configurations is related to the col-. Tentative values of 11. A shear wall is designed to withstand the combined forces of shear, moment, and axial loads caused by wind loads and gravity loads in a high-rise building. 1 Page 1 07/11 MASONRY WALL TYPES Masonry is the most enduring of all building materials, as exemplified by the oldest and most revered architecture from around the world. 75% nearly all walls assure at least life safety (LS) and. Since 1973 the concrete code includes special seismic provisions for shear wall structures. Tomii and F. ACI 318-08 Appendix D requires shear wall sole plate anchors that are resisting earthquake forces in Seismic Design Category C-F to be governed by either a ductile steel element or a ductile connection to the structure, or have a 50 percent reduction in their design strength (overturning anchors face a 60 percent reduction).
Posted by Abdul Siraj, P. Example: Strength Design of Reinforced Clay Masonry Shear Wall Consider the masonry shear wall shown below: Design the wall. of Civil and Environmental Engineering, California Polytechnic. Wood-frame buildings tend to be comprised of repetitive framing attached with numerous fasteners. Schematic CMU building elevation Overview Reinforced concrete block masonry is frequently used in one-story and lowrise construction, particularly for residential, retail, light commercial, and institutional buildings. The design requirements for two new types of reinforced concrete SFRS - moderately ductile coupled walls and moderately ductile partially coupled walls - have been added in Clause 21. We can assume the boundary condition "fixed" at base to find the bending moments and shear forces of the wall. thick x 4 in. Typically, design codes are based on one specific set of units. For preparing this design technique, symmetrical coupled shear walls have been considered. While constructed similarly, diaphragms and shear walls act in different ways as they both work to transfer loads down to the foundation of the structure. Here, the construction of shear wall as brittle units will result in failure. 3-09 (CSA 2014) requires that verification of rotational deformation demand in the plastic hinge region be conducted. System Wall Segment NEHRP 2009 IBC 2009 ASCE 7‐05 ACI 318‐08 Ordinary Precast Shear Walls Wall (L/t >6). January 2001. From the same engineers another significant project is underway which integrates steel plate shear walls in one of the main orientations of the primary structural framing. How to assign loadings, mass source and diaphragm-2 - Duration: 13:38. Why are Buildings with Shear Walls preferred in Seismic Regions? page 2 Ductile Design of Shear Walls Just like reinforced concrete (RC) beams and columns, RC shear walls also perform much better if designed to be ductile. Shear wall design guide ePub.
The design and analysis of the composite building with steel plate shear wall is carried out using software ETABS. A new category of RM shear walls (i. This is based on available methods of analysis, covering their elastic, elasto-plastic and dynamic behaviour. Each pile cap may hold one or several columns, shear walls or walls, their arrangement left to the user’s choice. Wall lines along the parking or similar open space shall be evaluated to determine the soft, weak, or open-front wall lines. 3-04 requirements for ductile shear walls for bending moments could be applied to constrain the location of inelastic flexural deformations at the base of MD shear. In structural steel and monolithic concrete frames, the duc tile link is provided by plastic hinges in the ends of the beams. The sheathing nailing is selected as the ductile load limiting element, whereby the large displacement demands imposed during an earthquake can be sustained without failure of the timber members in bending, shear or tension. The design of shear wall to IS456 (at least) is highly limited. 4 Scope of the Investigation 8 2. Ductile Design of Shear Walls Just like reinforced concrete (RC) beams and columns, RC shear walls also perform much better if designed to be ductile. The other significant changes incorporated in this code are as follows: a) Material specifications are indicated for lateral force resisting elements of frames. shear deformation of the wall [12–17]. 7 Evaluation of seismic design shear. The various limit states of design are put forward, and the importance of serviceability criteria (e. FTAO has become more popular amongst design professionals as a viable shear wall analysis for wood-framed walls. One part is the shear carried by con-crete, and the other part is the shear carried by web reinforcement. shear wall nailing, nailed in a some what straight line on the bottom plate. Damage Limits for Ductile Reinforced Concrete Shear Walls limit allowed for design, εc = 0. as shear walls in resisting seismic loading without relying on wall ductility or causing an anchorage failure in a thin concrete section of the wall panel (where a connector is located).
Why Do We Have Shear Walls Inside of a Building?. The Seattle Federal Court House is a 23-storey institutional facility of comparable structural configuration to the Century, albeit with generous inter-storey height. At first, different configurations of shear walls in plan were analyzed in both medium rise. The wall will be designed for the concrete to resist the entire shear force. Ghosh et al. walls with such dimensions require considerable care in design if a ductile failure mode is required. Patel Mayank A. System Wall Segment NEHRP 2009 IBC 2009 ASCE 7‐05 ACI 318‐08 Ordinary Precast Shear Walls Wall (L/t >6). If this laminar sublayer is thick er than the roughness of the pipe wall, then flow is "hydraulically smooth" and the pipe has attained. constitutive shear wall models; and 3) numerical study of the earthquake response of prototype Type MD ductile shear walls. Corrosionpedia explains Wall Shear Stress. In areas of high seismic risk, RC shear walls have. Design of concrete wall spandrels for shear (Chapter 3) Consideration of the boundary element requirements for concrete wall piers using an approach based on the requirements of Section 9. He has received many awards for his technical work (as well as for his latest novel). Ductile Design of Steel Structures, Second Edition. Design of Anchorage to Concrete Using ACI 318-08 & CSA-A23. Specific rules for design and detailingSpecific rules for design and detailing straight in elevation through shear walls or overstrenggpth of ductile elements. 6 November 2015 ; 2. A perforated shear wall design approach is, however, subject to a number of code constraints about when it can be used.
In the seismic provisions of the New Zealand concrete design code special considerations are given to the ratio of column flexural strength to beam flexural strength necessary to reduce the likelihood of plastic hinges forming simultaneously in the top and bottom of columns, the ratio of shear strength to flexural strength necessary to avoid. The required minimum length of a shear wall panel generally ranges from 4' to 8' of wall with no openings. The design of cantilever shear walls is usually governed by flexural behavior. [ Download ] Shear Walls & Diaphragms. Rigid perimeter of shear walls, bracing or moment connections, then core can be all shear connections - From FEMA Shear Walls must be continuous top to bottom with minimal openingsleast design freedom. Get this from a library! Effect of concrete strength on the response of ductile shear walls. Shear walls are constructed to counter the effects of lateral load acting on a structure. The area of tension reinforcement can now be considered in two parts. (f) Boundary elements need not be provided if the entire wall section is provided with special confining reinforcement. Ductile Design of Steel Structures, 2nd Edition [Michel Bruneau, Chia-Ming Uang, Rafael Sabelli S. While tangential ~ 2x radial, for design purposes. #herb-shear-by-gela-global #Scissors-Kitchen-Shears Best seller kitchen Herb scissors, save time with no hassle meal prep time and easy clean-up. When both ends (top and bottom) of the element are fixed, the total deflection, )f, is defined. Qu 1 and M. This means that a ‘shear’ wall has been constructed with the intention of resisting shear forces.
(150 mm) for walls up to two storeys in height. Also discussed are the historical development of the use of shear walls, their performance in earthquakes of the past 10 years (both good and bad), and finally, the available design information and our future needs in the area of design of shear walls for strength, stiffness and ductility, as well as needs in the area of analysis for the. For the design of shear walls with openings, the designer has the option of. editions (working stress design). Design the Wall Stem for Flexure. SHEAR WALLS SHEATHED WITH SHEET STEEL The 1997 UBC provided nominal shear values for shear walls framed with cold-formed steel studs and faced with ½". , roof and floor systems) work in conjunction with vertical shear walls to support gravity loads, resist lateral loads, and provide structural stability. NON‐DUCTILE RC FRAMES WITH ADDED SHEAR WALLS Karageyik, Can M. 3-04 do not specifically address some likely design issues regarding ductile concrete shear walls, they provide a more rationale design approach for such structures. Introduction. Ductile links take different forms in various systems. They provide values of either 1. In brittle shear zones, the deformation is concentrated in a narrow fracture surface separating the wall rocks, whereas in a ductile shear zone the deformation is spread out through a wider zone, the deformation state varying continuously from wall to wall. The design of cantilever shear walls is usually governed by flexural behavior. #3-54-multi-purpose-kitchen-shear-scissor-by-farberware #Scissors-Kitchen-Shears These Farberware 10-in-1 kitchen shears performs extraordinarily well in all major kitchen. Investigation of Coupling Beam Coupled shear walls consist of two shear walls connected intermittently by beams along the height. In this case, the beam gets designed for overstrength. But let me shed some light on the importance of boundary elements in a shear wall.
due to shear. are subjected to bending and shear. Explanatory Examples for Ductile Detailing Exterior Column-Beam Roof Joint Design for Zone V 62 9. Great Deals on all Tramontina Professional Series Kitchen Shear Today To Bring An Upscale Feel To Your House!, Fill in the rest of the room with stunning Tramontina Professional Series Kitchen Shear, You will get additional information about Tramontina Professional Series Kitchen Shear, Browse many Tramontina Professional Series Kitchen Shear and Outdoor Decor, including extra-large household. a In Dual shear wall systems where special moment frame(s) are used parallel to the steel shear wall or in the same plane as steel shear wall, the design of special moment frame. The principle of superposition is dropped for estimating the design moment of resistance of structural walls with boundary elements and a new alternative procedure is mentioned. This shearwall design spreadsheet is very useful verifying constancy toward reinforced concrete structure. The ability of a wall system to resist shear forces is also determined by the strength of the sheathing and installation. The core perimeter CFT columns vary from 1700mm to 700mm in diameter over the tower. For the design of shear walls with openings, the designer has the option of. n = number of shear wall segments in a shear wall line. Short shear walls may need increased. 2 Modeling of Shear Wall for Nonlinear Analysis The main function of steel plate shear wall is to resist horizontal story shear and overturning moment due to lateral loads. One procedure allows elements to be joined using ductile connections, while the other allows them to be joined using strong connections. A new base shear factor and shear force design envelop are proposed to evaluate the seismic shear force demand more realistically.
a) The design base shear shall be 75 percent of the value specified in ASCE 7-10 Section 12. Specific rules for design and detailingSpecific rules for design and detailing straight in elevation through shear walls or overstrenggpth of ductile elements. Fluid Mechanics Demystified. i am facing problems in shear wall design. Also observed that 1. 54 Multi-Purpose Kitchen Shear & Scissor by Farberware Shop From More Than 10 Million Products And Materials, Including Vanities, Cabinets, Lighting, Furniture, Tile And More. This is something that you have to ask the engineer of record what he allows for. This could be the case, for example, when stiff wall-piers that can difficulty be detailed to have a stable ductile response are used as a substructure. The easiest method is to use a software at least to find the bending moments and shear forces. 1-04, only a 180° standard hook was mandatory for ductile wall classes, including the limited ductile. , Al-Oraimi, S. cantilever shear walls and framed shear walls. Spacing should be the least of •lw/5 •3 tw, and •450 mm. i am taking about etabsv16 someone have document about shear wall design plz provide it thank you. 17√fc’b w d = 162. The Design Guide does not specify nominal or allowable load values for individual anchor types. The objectives of the present study were to evaluate the dynamic amplification and establish a code-format force reduction factor for shear, applicable in Canada. Qu 1 and M. A 1” diameter high-strength anchor in the middle of a 12” thick, 5,000 psi uncracked concrete slab will achieve roughly 35 kips in tension at allowable stress design (ASD) levels for. ACI 318-08 Appendix D requires shear wall sole plate anchors that are resisting earthquake forces in Seismic Design Category C-F to be governed by either a ductile steel element or a ductile connection to the structure, or have a 50 percent reduction in their design strength (overturning anchors face a 60 percent reduction).
SPECIAL TRANSVERSE REINFORCEMENT. Short shear walls may need increased. "Seismic Behavior and Design of Steel Plate Shear Walls," Structural Steel Educational Council Steel Tips. In considering the criterion of sliding, the sliding resistance of retaining walls is derived from the base friction between the wall base and the foundation soils. A new category of RM shear walls (i. high steel strong-wall models are 80", 2" taller than 7-ft. Overall Geometry of Walls Shear walls are oblong in. Diameter of bars 1/10 of wall thickness. Results are presented for monotonic and cyclic tests of sixteen filII-size shear walls with and without. Assume an architect has chosen shear walls as the seismic resisting system for at least one orthogonal direction of a building. A shear wall, however, is a vertical, cantilevered diaphragm. shear and moment transfer at the slab-wall interface. An information series from the national authority on concrete masonry technology NCMA TEK 14-18B 1 SEISMIC DESIGN AND DETAILING REQUIREMENTS FOR MASONRY STRUCTURES INTRODUCTION Historically, degree of seismic risk and the resulting design loads have been linked to seismic zones, with higher seismic zones associated with higher anticipated ground motion. Gluing blocks to the mudsill does not prevent the shear wall’s plywood from flexing. Adequate margin against non-ductile shear failure of the RC wall must be granted, assuming that the entire base shear is resisted by the wall alone (contribution of the two side columns is small and ignored in this proposed design procedure). Nowadays, concrete bridges, prestressed or non-prestressed, account for about 90%. DUCTILE IRON PIPE DESIGN BRO-001 REVISED 10. Get this from a library! Effect of concrete strength on the response of ductile shear walls.
structure under seismic loads and lateral forces that will be applied to itIn this study. CLT wall panels behaved almost as rigid bodies during the testing ! Although slight shear deformations in the panels were measured, most of the panel deflections occurred as a result of the yielding deformation in the joints connecting the walls to the foundation ! In case of multi-panel walls deformations in the half-lap. To increase the sliding resistance of retaining walls, other than providing a large self-weight or a large retained soil mass, shear keys are to be installed at the wall base. Students studied as-built plans for the structure and conducted an assessment of the building based on FEMA-310. The McGraw Hill Company, New York, 2009, p. Pejovic1, S. Wall lines along the parking or similar open space shall be evaluated to determine the soft, weak, or open-front wall lines. Three new chapters address buckling-restrained braced frame design, steel plate shear wall design, and hysteretic energy dissipating systems and design strategies. So; f = f = 41. 2)Coupled shear wall. Types of shear wall: 1)Simply rectangular type and the flange walls. Use features like bookmarks, note taking and highlighting while reading Ductile Design of Steel Structures, 2nd Edition. In the seismic provisions of the New Zealand concrete design code special considerations are given to the ratio of column flexural strength to beam flexural strength necessary to reduce the likelihood of plastic hinges forming simultaneously in the top and bottom of columns, the ratio of shear strength to flexural strength necessary to avoid. Eight other chapters have been extensively revised and expanded, including a chapter presenting the basic seismic design philosophy to determine seismic loads. This technique is applied to both fixed base and pinned base coupled shear walls. The shear walls are developed with the perspective of rational arrangements of the doors and windows. References  Astaneh, Abolhassan. I don't think so that I ever heard of boundary element in a column. Click the Walls button and highlight wall -1 2. A structure of shear walls in the center of a large building—often encasing an elevator shaft or stairwell—form a shear core. Ductile Design Of Shear Wall.