{"id":6069,"date":"2026-09-26T22:04:57","date_gmt":"2026-09-26T20:04:57","guid":{"rendered":"https:\/\/www.woodresearch.sk\/cms\/?p=6069"},"modified":"2026-09-26T22:04:59","modified_gmt":"2026-09-26T20:04:59","slug":"experimental-investigation-of-load-redistribution-in-a-historic-type-timber-roof-segment-under-progressive-tie-beam-weakening","status":"publish","type":"post","link":"https:\/\/www.woodresearch.sk\/cms\/experimental-investigation-of-load-redistribution-in-a-historic-type-timber-roof-segment-under-progressive-tie-beam-weakening\/","title":{"rendered":"Experimental Investigation of Load Redistribution in a Historic-Type Timber Roof Segment Under Progressive Tie-Beam Weakening"},"content":{"rendered":"\n<div class=\"wp-block-pdf-viewer-block-standard\" style=\"text-align:left\"><div class=\"uploaded-pdf\"><a href=\"https:\/\/www.woodresearch.sk\/cms\/wp-content\/uploads\/2026\/09\/6_Experimental-Investigation-of-Load-Redistribution-in-a-Historic-Type-Timber-Roof-Segment-Under-Progressive-Tie-Beam-Weakening.pdf\" data-width=\"\" data-height=\"\"><\/a><\/div><\/div>\n","protected":false},"excerpt":{"rendered":"<p>This study examines how progressive loss of tie-beam stiffness redistributes deformation demand and internal force within an experimentally verified historic timber roof segment. A\u00a0three-frame laboratory model was evaluated by close-range photogrammetry, inductive displacement sensing, post-test bending tests, and finite-element modelling. The measurements revealed clear frame-to-frame stiffness asymmetry, a distinct pre-cut settlement phase under sustained load, and accelerated deformation once the residual tie-beam section was substantially reduced. A refined model using member-specific elastic parameters reproduced the global loading response more accurately than a uniform-stiffness model. The damaged zone could also be represented by an equivalent rotational spring, although the fitted spring values remained response-dependent. The results indicate that lathing acted as a temporary redundancy path after severe weakening and that a nearly hinged residual section was not mechanically equivalent to a fully severed member within the tested configuration.<\/p>\n","protected":false},"author":1,"featured_media":0,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[5628],"tags":[5667,5668,5669,5614,5666],"release_year":[],"ppma_author":[3303,5606,2333,3301,5607,5608,5609],"class_list":["post-6069","post","type-post","status-publish","format-standard","hentry","category-wood-research-volume-71-number-3-2026","tag-equivalent-rotational-spring","tag-historic-timber-roof","tag-lathing-based-redundancy","tag-load-redistribution","tag-progressive-tie-beam-weakening"],"featured_image_src":null,"author_info":{"display_name":"Ivanke","author_link":"https:\/\/www.woodresearch.sk\/cms\/author\/ivanke\/"},"authors":[{"term_id":3303,"user_id":0,"is_guest":1,"slug":"jan-brodniansky","display_name":"J\u00c1N BRODNIANSKY","avatar_url":"https:\/\/secure.gravatar.com\/avatar\/?s=96&d=mm&r=g","0":null,"1":"","2":"","3":"","4":"","5":"","6":"","7":"","8":""},{"term_id":5606,"user_id":0,"is_guest":1,"slug":"silvia-martinkovicova","display_name":"SILVIA MARTINKOVI\u010cOV\u00c1","avatar_url":"https:\/\/secure.gravatar.com\/avatar\/?s=96&d=mm&r=g","0":null,"1":"","2":"","3":"","4":"","5":"","6":"","7":"","8":""},{"term_id":2333,"user_id":0,"is_guest":1,"slug":"jaroslav-sandanus","display_name":"Jaroslav Sandanus","avatar_url":"https:\/\/secure.gravatar.com\/avatar\/?s=96&d=mm&r=g","0":null,"1":"","2":"","3":"","4":"","5":"","6":"","7":"","8":""},{"term_id":3301,"user_id":0,"is_guest":1,"slug":"tomas-klas","display_name":"TOM\u00c1\u0160 KLAS","avatar_url":"https:\/\/secure.gravatar.com\/avatar\/?s=96&d=mm&r=g","0":null,"1":"","2":"","3":"","4":"","5":"","6":"","7":"","8":""},{"term_id":5607,"user_id":0,"is_guest":1,"slug":"jiri-kunecky","display_name":"JI\u0158\u00cd KUNECK\u00dd","avatar_url":"https:\/\/secure.gravatar.com\/avatar\/?s=96&d=mm&r=g","0":null,"1":"","2":"","3":"","4":"","5":"","6":"","7":"","8":""},{"term_id":5608,"user_id":0,"is_guest":1,"slug":"jiri-blaha","display_name":"JI\u0158\u00cd BL\u00c1HA","avatar_url":"https:\/\/secure.gravatar.com\/avatar\/?s=96&d=mm&r=g","0":null,"1":"","2":"","3":"","4":"","5":"","6":"","7":"","8":""},{"term_id":5609,"user_id":0,"is_guest":1,"slug":"michal-kloiber","display_name":"MICHAL KLOIBER","avatar_url":"https:\/\/secure.gravatar.com\/avatar\/?s=96&d=mm&r=g","0":null,"1":"","2":"","3":"","4":"","5":"","6":"","7":"","8":""}],"_links":{"self":[{"href":"https:\/\/www.woodresearch.sk\/cms\/wp-json\/wp\/v2\/posts\/6069","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.woodresearch.sk\/cms\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/www.woodresearch.sk\/cms\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/www.woodresearch.sk\/cms\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/www.woodresearch.sk\/cms\/wp-json\/wp\/v2\/comments?post=6069"}],"version-history":[{"count":1,"href":"https:\/\/www.woodresearch.sk\/cms\/wp-json\/wp\/v2\/posts\/6069\/revisions"}],"predecessor-version":[{"id":6071,"href":"https:\/\/www.woodresearch.sk\/cms\/wp-json\/wp\/v2\/posts\/6069\/revisions\/6071"}],"wp:attachment":[{"href":"https:\/\/www.woodresearch.sk\/cms\/wp-json\/wp\/v2\/media?parent=6069"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.woodresearch.sk\/cms\/wp-json\/wp\/v2\/categories?post=6069"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.woodresearch.sk\/cms\/wp-json\/wp\/v2\/tags?post=6069"},{"taxonomy":"release_year","embeddable":true,"href":"https:\/\/www.woodresearch.sk\/cms\/wp-json\/wp\/v2\/release_year?post=6069"},{"taxonomy":"author","embeddable":true,"href":"https:\/\/www.woodresearch.sk\/cms\/wp-json\/wp\/v2\/ppma_author?post=6069"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}