Hasil untuk "Details in building design and construction. Including walls, roofs"

Mingke Deng, Shuo Yang

Maria Idália Gomes, Paulina Faria, Teresa Diaz Gonçalves

Saman Babaeidarabad, Diana Arboleda, Giovanni Loreto et al.

Valerio Alecci, Mario Fagone, Tommaso Rotunno et al.

Razieh Sistani Nezhad, Mohammad Z. Kabir, Mehdi Banazadeh

Cem Demir, Alper Ilki

P.B. Lourenço, G. Vasconcelos, P. Medeiros et al.

C.R. Willis, Q. Yang, R. Seracino et al.

M. Premrov, M. Kuhta

Nestore Galati, Gustavo Tumialan, Antonio Nanni

M. Premrov, P. Dobrila, B.S. Bedenik

A Parker, M Aschheim, D Mar et al.

Abstract Experimental studies on full-scale straw-bale walls have demonstrated the adequacy of straw-bale wall systems for resisting lateral loads from wind or seismic actions. Critical to the performance of the wall system is the anchorage of mesh reinforcement to the bottom plate and to the roof bearing assembly or top plate. Reported in this paper are the results of experiments examining mesh strength, anchorage strength, and failure mode for a variety of reinforcement meshes (steel, plastic, and hemp) and anchorage details. Because of the potential for new wood preservative pressure treatments to cause corrosion, stainless steel staples driven pneumatically into pressure-treated sill plates were tested in addition to electro-galvanized staples driven pneumatically into untreated sill plates and a heavier gauge staple driven manually into an untreated sill plate. Recommended anchorage details are identified, considering not only the test results but also the many other factors that must be considered in developing reliable, economical, and constructible details.

Charles F. Mitchell

Charles F. Mitchell

Dongseo University, Busan, S.Korea, Dae-Geon Kim, Dong-geun Seo et al.

Abdulmohsen Al‐Hammad, Sadi Assaf