附註:Includes bibliographical references and index.
Mechanism of diagonal failure of a reinforced concrete beam -- Practical applications of the new theory: the fallacy of the truss analogy theory for reinforced concrete beams -- Mechanism of vibrating fatigue failure of a reinforced concrete beam or any other member (a quantitative point of view) -- A triangularly reinforced shear wall can resist higher lateral forces better than an ordinary shear wall -- Mechanism of deformation of the horizontal membrane exposed to lateral forces -- Combined conclusions.
摘要:Innovative Shear Design presents a new, rational and economical design procedure that offers increased protection against shear for all types of structures.
