“…Double-layer folded plate structures with double through-tenon joints allow direct edgewise connection between four plates at any given fold, generating a greater resistance to bending moments [31,32]. Timber plate shell structures replace a folded geometry with a double-layer shell surface built up from integrally-attached timber boxes [33,34]. Direct moment loading of edge joints is reduced in the structure, as moment transmission resolves as a force couple, with compressive and tensile membrane action through box face plates.…”