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10 ft of veneer, out-of-plane (section property, distributed mass)

elasto-plastic spring for sliding friction of veneer, in-plane (resistance = 0.2~1.0 x weight of 10 ft of veneer, in-plane). ¼ of mass of 10 ft of in-plane veneer + ¼ of total roof mass. 10 ft of wood-stud frame, out-of-plane (section property, distributed mass). connectors, out-of-plane

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10 ft of veneer, out-of-plane (section property, distributed mass)

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  1. elasto-plastic spring for sliding friction of veneer, in-plane (resistance = 0.2~1.0 x weight of 10 ft of veneer, in-plane) ¼ of mass of 10 ft of in-plane veneer + ¼ of total roof mass 10 ft of wood-stud frame, out-of-plane (section property, distributed mass) connectors, out-of-plane (realisitic hysteresis) 10 ft wood-stud frame, in-plane (realistic hysteresis) 10 ft of veneer, out-of-plane (section property, distributed mass) OpenSees Model A (wood)

  2. ¼ of roof diaphragm (rigid rod, distributed mass) rigid rod (simplified rigid connectors, in-plane) 10 ft of wood-stud frame, out-of-plane (section property, distributed mass) 10 ft of wood-stud frame, in-plane (rigid, distributed mass) connectors, out-of-plane (realisitic hysteresis) 10 ft of veneer, in-plane (rigid, distributed mass) 10 ft of veneer, out-of-plane (section property, distributed mass) elasto-plastic spring for sliding friction (resistance = 0.2~1.0 x weight of 10 ft of veneer, in-plane) rotational spring for shear stiffness of wood-stud frame, in-plane (realistic hysteresis) OpenSees Model B (wood)

  3. ¼ of roof diaphragm (rigid rod, distributed mass) rigid rod (simplified rigid connectors, in-plane) 10 ft of wood-stud frame, out-of-plane (section property, distributed mass) 10 ft of wood-stud frame, in-plane (rigid, distributed mass) connectors, out-of-plane (realisitic hysteresis) 10 ft of veneer, in-plane (rigid, distributed mass) 10 ft of veneer, out-of-plane (section property, distributed mass) elasto-plastic spring for sliding friction (resistance = 0.2~1.0 x weight of 10 ft of veneer, in-plane) rotational spring for shear stiffness of wood-stud frame, in-plane (realistic hysteresis) OpenSees Model B (wood)

  4. ¼ of roof diaphragm (realistic stiffness, distributed mass) rigid rod (simplified rigid connectors, in-plane) 10 ft of wood-stud frame, out-of-plane (section property, distributed mass) 10 ft of wood-stud frame, in-plane (rigid, distributed mass) connectors, out-of-plane (realisitic hysteresis) 10 ft of veneer, in-plane (rigid, distributed mass) 10 ft of veneer, out-of-plane (section property, distributed mass) elasto-plastic spring for sliding friction (resistance = 0.2~0.6 x weight of 10 ft of veneer, in-plane) rotational spring for shear stiffness of wood-stud frame, in-plane (realistic hysteresis) OpenSees Model C (wood)

  5. ¼ of roof diaphragm (realistic stiffness, distributed mass) rigid rod (simplified rigid connectors, in-plane) 10 ft of wood-stud frame, out-of-plane (section property, distributed mass) 10 ft of wood-stud frame, in-plane (rigid, distributed mass) connectors, out-of-plane (realisitic hysteresis) 10 ft of veneer, in-plane (rigid, distributed mass) 10 ft of veneer, out-of-plane (section property, distributed mass) elasto-plastic spring for sliding friction (resistance = 0.2~1.0 x weight of 10 ft of veneer, in-plane) rotational spring for shear stiffness of wood-stud frame, in-plane (realistic hysteresis) OpenSees Model C (wood)

  6. ¼ of roof diaphragm (realistic stiffness, distributed mass) 10 ft of wood-stud frame, in-plane (rigid, distributed mass) 10 ft of wood-stud frame, out-of-plane (section property, distributed mass) connectors, in-plane (realistic hysteresis) connectors, out-of-plane (realisitic hysteresis) 10 ft of veneer, in-plane (rigid, distributed mass) 10 ft of veneer, out-of-plane (section property, distributed mass) elasto-plastic spring for sliding friction (resistance = 0.2~1.0x weight of 10 ft of veneer, in-plane) rotational spring for shear stiffness of wood-stud frame, in-plane (realistic hysteresis) OpenSees Model D (wood)

  7. ¼ of roof diaphragm (realistic stiffness, distributed mass) 10 ft of wood-stud frame, in-plane (rigid, distributed mass) 10 ft of wood-stud frame, out-of-plane (section property, distributed mass) connectors, in-plane (realistic hysteresis) connectors, out-of-plane (realisitic hysteresis) 10 ft of veneer, in-plane (rigid, distributed mass) 10 ft of veneer, out-of-plane (section property, distributed mass) elasto-plastic spring for sliding friction (resistance = 0.2~1.0x weight of 10 ft of veneer, in-plane) rotational spring for shear stiffness of wood-stud frame, in-plane (realistic hysteresis) OpenSees Model D (wood)

  8. ¼ of roof diaphragm (realistic stiffness, distributed mass) 10 ft of wood-stud frame, in-plane (rigid, distributed mass) 10 ft of wood-stud frame, out-of-plane (section property, distributed mass) connectors, in-plane (realistic hysteresis) connectors, out-of-plane (realisitic hysteresis) 10 ft of veneer, in-plane (rigid, distributed mass) 10 ft of veneer, out-of-plane (section property, distributed mass) elasto-plastic spring for sliding friction (include the difference between static and dynamic friction, resistance = 0.2~1.0 x weight of 10 ft of veneer, in-plane) rotational spring for shear stiffness of wood-stud frame, in-plane (realistic hysteresis) elasto-plastic, rotational spring for rocking (geometric stiffness from weight of 10 ft of veneer, in-plane ) OpenSees Model E (wood)

  9. ¼ of roof diaphragm (realistic stiffness, distributed mass) 10 ft of wood-stud frame, in-plane (rigid, distributed mass) 10 ft of wood-stud frame, out-of-plane (section property, distributed mass) connectors, in-plane (realistic hysteresis) connectors, out-of-plane (realisitic hysteresis) 10 ft of veneer, in-plane (rigid, distributed mass) 10 ft of veneer, out-of-plane (section property, distributed mass) elasto-plastic spring for sliding friction (include the difference between static and dynamic friction, resistance = 0.2~1.0 x weight of 10 ft of veneer, in-plane) rotational spring for shear stiffness of wood-stud frame, in-plane (realistic hysteresis) elasto-plastic, rotational spring for rocking (geometric stiffness from weight of 10 ft of veneer, in-plane ) OpenSees Model E (wood)

  10. ¼ of roof diaphragm (rigid rod, distributed mass) rigid rod (simplified rigid connectors, in-plane) 10 ft of CMU wall, out-of-plane (section property, distributed mass) 10 ft of CMU wall, in-plane (rigid, distributed mass) connectors, out-of-plane (realisitic hysteresis) 10 ft of veneer, in-plane (rigid, distributed mass) 10 ft of veneer, out-of-plane (section property, distributed mass) elasto-plastic spring for sliding friction (resistance = 0.2~1.0 x weight of 10 ft of veneer, in-plane) rotational spring for flexural stiffness of CMU wall, in-plane (realistic hysteresis) elasto-plastic spring for sliding friction (resistance = 0.2~1.0 x [weight of 10 ft of in-plane CMU wall + ¼ of roof diaphragm + force by vertical reinforcement]) OpenSees Model B (CMU)

  11. ¼ of roof diaphragm (realistic stiffness, distributed mass) rigid rod (simplified rigid connectors, in-plane) 10 ft of CMU wall, out-of-plane (section property, distributed mass) 10 ft of CMU wall, in-plane (rigid, distributed mass) connectors, out-of-plane (realisitic hysteresis) 10 ft of veneer, in-plane (rigid, distributed mass) 10 ft of veneer, out-of-plane (section property, distributed mass) elasto-plastic spring for sliding friction (resistance = 0.2~1.0 x weight of 10 ft of veneer, in-plane) rotational spring for flexural stiffness of CMU wall, in-plane (realistic hysteresis) elasto-plastic spring for sliding friction (resistance = 0.2~1.0 x [weight of 10 ft of in-plane CMU wall + ¼ of roof diaphragm + force by vertical reinforcement]) OpenSees Model C (CMU)

  12. ¼ of roof diaphragm (realistic stiffness, distributed mass) rigid rod (simplified rigid connectors, in-plane) 10 ft of CMU wall, out-of-plane (section property, distributed mass) 10 ft of CMU wall, in-plane (rigid, distributed mass) connectors, out-of-plane (realisitic hysteresis) 10 ft of veneer, in-plane (rigid, distributed mass) 10 ft of veneer, out-of-plane (section property, distributed mass) elasto-plastic spring for sliding friction (resistance = 0.2~1.0 x weight of 10 ft of veneer, in-plane) rotational spring for flexural stiffness of CMU wall, in-plane (realistic hysteresis) elasto-plastic spring for sliding friction (resistance = 0.2~1.0 x [weight of 10 ft of in-plane CMU wall + ¼ of roof diaphragm + force by vertical reinforcement]) OpenSees Model C (CMU)

  13. ¼ of roof diaphragm (realistic stiffness, distributed mass) 10 ft of CMU wall, in-plane (rigid, distributed mass) 10 ft of CMU wall, out-of-plane (section property, distributed mass) connectors, in-plane (realistic hysteresis) connectors, out-of-plane (realisitic hysteresis) 10 ft of veneer, in-plane (rigid, distributed mass) 10 ft of veneer, out-of-plane (section property, distributed mass) rotational restraint (rotation is equal to the rotation at the base of CMU, in-plane) elasto-plastic spring for sliding friction, relative to CMU wall (resistance = 0.2~1.0 x weight of 10 ft of veneer, in-plane) rotational spring for flexural stiffness of CMU wall, in-plane (realistic hysteresis) elasto-plastic spring for sliding friction (resistance = 0.2~1.0 x [weight of 10 ft of in-plane CMU wall + ¼ of roof diaphragm + force by vertical reinforcement]) OpenSees Model D (CMU)

  14. ¼ of roof diaphragm (realistic stiffness, distributed mass) 10 ft of CMU wall, in-plane (rigid, distributed mass) 10 ft of CMU wall, out-of-plane (section property, distributed mass) connectors, in-plane (realistic hysteresis) connectors, out-of-plane (realisitic hysteresis) 10 ft of veneer, in-plane (rigid, distributed mass) 10 ft of veneer, out-of-plane (section property, distributed mass) elasto-plastic spring for sliding friction (resistance = 0.2~1.0 x weight of 10 ft of veneer, in-plane) rotational spring for flexural stiffness of CMU wall, in-plane (realistic hysteresis) elasto-plastic spring for sliding friction (resistance = 0.2~1.0 x [weight of 10 ft of in-plane CMU wall + ¼ of roof diaphragm + force by vertical reinforcement]) OpenSees Model D (CMU)

  15. ¼ of roof diaphragm (realistic stiffness, distributed mass) 10 ft of CMU wall, in-plane (rigid, distributed mass) 10 ft of CMU wall, out-of-plane (section property, distributed mass) connectors, in-plane (realistic hysteresis) connectors, out-of-plane (realisitic hysteresis) 10 ft of veneer, in-plane (rigid, distributed mass) 10 ft of veneer, out-of-plane (section property, distributed mass) elasto-plastic spring for sliding friction (include the difference between static and dynamic friction, resistance = 0.2~1.0 x weight of 10 ft of veneer, in-plane) rotational spring for flexural stiffness of CMU wall, in-plane (realistic hysteresis) elasto-plastic, rotational spring for rocking (geometric stiffness from weight of 10 ft of veneer, in-plane ) elasto-plastic spring for sliding friction (resistance = 0.2~1.0 x [weight of 10 ft of in-plane CMU wall + ¼ of roof diaphragm + force by vertical reinforcement]) OpenSees Model E (CMU)

  16. ¼ of roof diaphragm (realistic stiffness, distributed mass) 10 ft of CMU wall, in-plane (rigid, distributed mass) 10 ft of CMU wall, out-of-plane (section property, distributed mass) connectors, in-plane (realistic hysteresis) connectors, out-of-plane (realisitic hysteresis) 10 ft of veneer, in-plane (rigid, distributed mass) 10 ft of veneer, out-of-plane (section property, distributed mass) elasto-plastic spring for sliding friction (include the difference between static and dynamic friction, resistance = 0.2~1.0 x weight of 10 ft of veneer, in-plane) rotational spring for flexural stiffness of CMU wall, in-plane (realistic hysteresis) elasto-plastic, rotational spring for rocking (geometric stiffness from weight of 10 ft of veneer, in-plane ) elasto-plastic spring for sliding friction (resistance = 0.2~1.0 x [weight of 10 ft of in-plane CMU wall + ¼ of roof diaphragm + force by vertical reinforcement]) OpenSees Model E (CMU)

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