Full-Scale Dynamic Experimental Inspection of Fundamental Techniques Creating Near Future Type of Traditional Wooden Construction Sustainable to Earthquakes.

（1）为创造一种可承受任何地震的传统木结构建筑，确立了以下基本原则：（1）利用木结构原有的减震、隔震和控制机制;（2）在建筑中应用各种现代简单技术，从而使这些抗震机制发挥高效作用。（2）设计并实现了符合上述原则的建筑结构的墙体、连接、框架、基础等材料和构造的基本技术。（3）这些基本技术的代表是圆柱形单板层积材、木格改良土墙、厚杉板木墙、使用胶粘剂的木榫连接、改进木连接的骨架框架、不连接的支撑上部结构的石头和埋梁基础系统。这些都是日本传统建筑技术和智慧的结晶。通过构件试件和足尺模型房屋的静力试验，验证了这些技术的有效性和实用性。（4）在前人研究成果的基础上，建立了两种三维单元框架结构体系，即“土墙体系”和“杉木板墙体系”，并在振动台上进行了试验研究。最后研究了这些墙体体系的基本动力特性。因此，通过三维框架和全尺寸建筑物的试验，满意地证实了所设计的基本技术积累效果的有效性和有用性

(1)The following fundamental principle was set up for creating a near future type of traditional wooden construction sustainable to any earthquake: 1) to utilize the vibration absorbing, isolating, and controlling mechanisms which exist originally in wooden structures, 2) to apply some kinds of modern simple technique to the construction, and thus, 3) to produce high efficient function of those resistant mechanisms.(2)Several elementary basic techniques to build structures, suitable to the above-mentioned principle, were devised and realized as for materials and constructions of wall, connection, frame, and foundation.(3)The representatives of such basic techniques are cylindrical Laminated Veneer Lumber, improved soil wall with wood lattice, wooden wall made of thick Sugi plates, wooden tenon joint using adhesive, skeleton frame with improved wooden connections, and stone and buried girder foundation system supporting upper-structure without connecting. All of them are resulted from Japanese traditional construction skills and wisdoms. And their validity and usefulness were examined through static tests of componential specimens and a full-scale model house, both of which included each or couple of those techniques.(4)Based on the various results of the previous study, two types of three dimensional unit frame, designated as 'soil wall and Sugi wood plate wall systems', were built and tested on the shaking table in the Institute. The fundamental dynamic characteristics of these wall systems were finally investigated. Thus, the validity and usefulness for the effects of accumulating the devised elementary techniques were satisfactorily confirmed through both tests of three dimensional frames and a full-scale building