{"id":1002,"date":"2023-09-22T11:26:51","date_gmt":"2023-09-22T09:26:51","guid":{"rendered":"https:\/\/havariekonstrukci.cz\/speakers-2023\/"},"modified":"2023-11-01T13:41:13","modified_gmt":"2023-11-01T12:41:13","slug":"lecturers","status":"publish","type":"page","link":"https:\/\/havariekonstrukci.cz\/en\/dangerous-structures\/lecturers\/","title":{"rendered":"Speakers 2023"},"content":{"rendered":"[vc_row type=”in_container” full_screen_row_position=”middle” column_margin=”default” column_direction=”default” column_direction_tablet=”default” column_direction_phone=”default” scene_position=”center” top_padding=”3%” bottom_padding=”7%” text_color=”dark” text_align=”left” row_border_radius=”none” row_border_radius_applies=”bg” overflow=”visible” overlay_strength=”0.3″ gradient_direction=”left_to_right” shape_divider_position=”bottom” bg_image_animation=”none” gradient_type=”default” shape_type=””][vc_column column_padding=”no-extra-padding” column_padding_tablet=”inherit” column_padding_phone=”inherit” column_padding_position=”all” column_element_direction_desktop=”default” column_element_spacing=”default” desktop_text_alignment=”default” tablet_text_alignment=”default” phone_text_alignment=”default” background_color_opacity=”1″ background_hover_color_opacity=”1″ column_backdrop_filter=”none” column_shadow=”none” column_border_radius=”none” column_link_target=”_self” column_position=”default” gradient_direction=”left_to_right” overlay_strength=”0.3″ width=”1\/1″ tablet_width_inherit=”default” animation_type=”default” bg_image_animation=”none” border_type=”simple” column_border_width=”none” column_border_style=”solid”][vc_row_inner column_margin=”default” column_direction=”default” column_direction_tablet=”default” column_direction_phone=”default” bottom_padding=”60″ text_align=”left” row_position=”default” row_position_tablet=”inherit” row_position_phone=”inherit” overflow=”visible” pointer_events=”all”][vc_column_inner column_padding=”no-extra-padding” column_padding_tablet=”inherit” column_padding_phone=”inherit” column_padding_position=”all” column_element_direction_desktop=”default” column_element_spacing=”default” centered_text=”true” desktop_text_alignment=”default” tablet_text_alignment=”default” phone_text_alignment=”default” background_color_opacity=”1″ background_hover_color_opacity=”1″ column_backdrop_filter=”none” column_shadow=”none” column_border_radius=”none” column_link_target=”_self” overflow=”visible” gradient_direction=”left_to_right” overlay_strength=”0.3″ width=”1\/1″ tablet_width_inherit=”default” animation_type=”default” bg_image_animation=”none” border_type=”simple” column_border_width=”none” column_border_style=”solid”][vc_custom_heading text=”Speakers” font_container=”tag:h2|text_align:center” use_theme_fonts=”yes”][\/vc_column_inner][\/vc_row_inner][vc_row_inner column_margin=”default” column_direction=”default” column_direction_tablet=”default” column_direction_phone=”default” text_align=”left” row_position=”default” row_position_tablet=”inherit” row_position_phone=”inherit” overflow=”visible” pointer_events=”all”][vc_column_inner column_padding=”no-extra-padding” column_padding_tablet=”inherit” column_padding_phone=”inherit” column_padding_position=”all” column_element_direction_desktop=”default” column_element_spacing=”default” desktop_text_alignment=”default” tablet_text_alignment=”default” phone_text_alignment=”default” background_color_opacity=”1″ background_hover_color_opacity=”1″ column_backdrop_filter=”none” column_shadow=”none” column_border_radius=”none” column_link_target=”_self” overflow=”visible” gradient_direction=”left_to_right” overlay_strength=”0.3″ width=”1\/4″ tablet_width_inherit=”default” animation_type=”default” enable_animation=”true” animation=”grow-in” animation_easing=”default” bg_image_animation=”none” border_type=”simple” column_border_width=”none” column_border_style=”solid”][team_member image_url=”582″ bio_image_url=”296″ team_memeber_style=”bio_fullscreen” image_loading=”default” team_member_bio_full_html=”html” name=”Ing. \u017danet Had\u017ei\u0107, CSc.” job_position=”Director of the Building Regulations Department”]Director of the Department of Building Regulations, which mainly performs the function of the central administrative authority in matters of territorial decision-making, building regulations and expropriation, as well as the function of the municipal building authority under Act No. 183\/2006 Coll., on spatial planning and building regulations (Building Act).<\/p>\n

Lecture: “L<\/strong>iabilities of Proprietors and Special Powers of Building Authorities<\/strong>“<\/b><\/p>\n

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Ownership is an institution that binds. In the case of buildings, it imposes liability. Every owner of a building should know the responsibility it imposes on him and on his surroundings, since the absence of such responsibility can have fatal consequences for buildings.<\/em><\/p>\n<\/blockquote>\n[\/team_member][\/vc_column_inner][vc_column_inner column_padding=”no-extra-padding” column_padding_tablet=”inherit” column_padding_phone=”inherit” column_padding_position=”all” column_element_direction_desktop=”default” column_element_spacing=”default” desktop_text_alignment=”default” tablet_text_alignment=”default” phone_text_alignment=”default” background_color_opacity=”1″ background_hover_color_opacity=”1″ column_backdrop_filter=”none” column_shadow=”none” column_border_radius=”none” column_link_target=”_self” overflow=”visible” gradient_direction=”left_to_right” overlay_strength=”0.3″ width=”1\/4″ tablet_width_inherit=”default” animation_type=”default” enable_animation=”true” animation=”grow-in” animation_easing=”default” bg_image_animation=”none” border_type=”simple” column_border_width=”none” column_border_style=”solid”][team_member image_url=”586″ bio_image_url=”298″ team_memeber_style=”bio_fullscreen” image_loading=”default” team_member_bio_full_html=”html” name=”Ing. Jan Val\u00ed\u010dek” job_position=”IDEA StatiCa Ltd.”]Authorized engineer in the field of Structural Engineering and Dynamics of Buildings. Country manager of IDEA StatiCa and midas Civil for the Czech Republic and Slovakia. Supplier of software for design offices.<\/p>\n

Lecture: \u201eSoftware tools for structural analysis & reinforcing of the existing structures\u201c<\/strong><\/p>\n

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In my lecture, I will present the IDEA StatiCa and midas Civil programs, their capabilities and examples of application for the design and strengthening of existing structures according to current standards.<\/i><\/p>\n<\/blockquote>\n[\/team_member][\/vc_column_inner][vc_column_inner column_padding=”no-extra-padding” column_padding_tablet=”inherit” column_padding_phone=”inherit” column_padding_position=”all” column_element_direction_desktop=”default” column_element_spacing=”default” desktop_text_alignment=”default” tablet_text_alignment=”default” phone_text_alignment=”default” background_color_opacity=”1″ background_hover_color_opacity=”1″ column_backdrop_filter=”none” column_shadow=”none” column_border_radius=”none” column_link_target=”_self” overflow=”visible” gradient_direction=”left_to_right” overlay_strength=”0.3″ width=”1\/4″ tablet_width_inherit=”default” animation_type=”default” enable_animation=”true” animation=”grow-in” animation_easing=”default” bg_image_animation=”none” border_type=”simple” column_border_width=”none” column_border_style=”solid”][team_member image_url=”584″ bio_image_url=”291″ team_memeber_style=”bio_fullscreen” image_loading=”default” team_member_bio_full_html=”html” name=”Petr Kor\u010d\u00e1k” job_position=”PUR IZOLACE Ltd.”]Technical Director of the company<\/p>\n

Lecture: “ Reducing Roof Structure Load with the PUR IZOLACE W60 System<\/b>“<\/em><\/strong><\/p>\n

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In my lecture, I will present the IDEA StatiCa and midas Civil programs, their capabilities and examples of application for the design and strengthening of existing structures according to current standards.<\/em><\/p>\n<\/blockquote>\n[\/team_member][\/vc_column_inner][vc_column_inner column_padding=”no-extra-padding” column_padding_tablet=”inherit” column_padding_phone=”inherit” column_padding_position=”all” column_element_direction_desktop=”default” column_element_spacing=”default” desktop_text_alignment=”default” tablet_text_alignment=”default” phone_text_alignment=”default” background_color_opacity=”1″ background_hover_color_opacity=”1″ column_backdrop_filter=”none” column_shadow=”none” column_border_radius=”none” column_link_target=”_self” overflow=”visible” gradient_direction=”left_to_right” overlay_strength=”0.3″ width=”1\/4″ tablet_width_inherit=”default” animation_type=”default” enable_animation=”true” animation=”grow-in” animation_easing=”default” bg_image_animation=”none” border_type=”simple” column_border_width=”none” column_border_style=”solid” column_padding_type=”default” gradient_type=”default”][team_member image_url=”580″ bio_image_url=”297″ team_memeber_style=”bio_fullscreen” image_loading=”default” team_member_bio_full_html=”html” name=”Doc. Ing. Jana Markov\u00e1, Ph.D.” job_position=”Klokner Institute – Czech Technical University”]She is responsible for research on reliability and risks of building structures at the Klokner Institute of CTU. She is responsible for expert and expert activities, standard-setting activities at national and international level. She is the author or co-author of several national annexes to Eurocodes EN 1990 and EN 1991 series, several manuals for design and loading principles of new and existing structures.<\/p>\n

Lecture: “Evaluating Roof Structures for Photovoltaic (PV) Installation\u201c<\/strong><\/p>\n

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For the acquisition of a PV plant, the load-bearing capacity of the existing roof structure must be assessed, reinforced if necessary, and the additional effects of snow and wind loads according to the Eurocodes must be considered in addition to the PV plant load.<\/em><\/p>\n<\/blockquote>\n[\/team_member][\/vc_column_inner][\/vc_row_inner][vc_row_inner column_margin=”default” column_direction=”default” column_direction_tablet=”default” column_direction_phone=”default” text_align=”left” row_position=”default” row_position_tablet=”inherit” row_position_phone=”inherit” overflow=”visible” pointer_events=”all”][vc_column_inner column_padding=”no-extra-padding” column_padding_tablet=”inherit” column_padding_phone=”inherit” column_padding_position=”all” column_element_direction_desktop=”default” column_element_spacing=”default” desktop_text_alignment=”default” tablet_text_alignment=”default” phone_text_alignment=”default” background_color_opacity=”1″ background_hover_color_opacity=”1″ column_backdrop_filter=”none” column_shadow=”none” column_border_radius=”none” column_link_target=”_self” overflow=”visible” gradient_direction=”left_to_right” overlay_strength=”0.3″ width=”1\/4″ tablet_width_inherit=”default” animation_type=”default” enable_animation=”true” animation=”grow-in” animation_easing=”default” bg_image_animation=”none” border_type=”simple” column_border_width=”none” column_border_style=”solid”][team_member image_url=”52″ bio_image_url=”476″ team_memeber_style=”bio_fullscreen” image_loading=”default” team_member_bio_full_html=”html” name=”Ing. Jaroslav Cejnar” job_position=”Rada Building Ltd.”]Responsible engineer for crisis management, designer, co-author of the design solution for securing the post-tensioned roof trusses. The main focus of his work is in the development of working and design procedures, i.e. in project management. He is the creator of the methodology of complex solution of the problem of post-tensioned roof trusses.<\/p>\n

Lecture: “Describing the Gravity of Structural Dangers: Examples of Critical Load-Bearing Failures<\/strong>“<\/b><\/p>\n

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In my lecture, I will focus on the description of a complex solution to the observed problem. The audience will be introduced to the basic identification and description of the problem, then I will present the preparatory phase and the implementation phase. At the end of the lecture, I will focus on the operation of the facility in an operational mode and the evaluation of the financial requirements (effective investment).<\/em><\/p>\n<\/blockquote>\n[\/team_member][\/vc_column_inner][vc_column_inner column_padding=”no-extra-padding” column_padding_tablet=”inherit” column_padding_phone=”inherit” column_padding_position=”all” column_element_direction_desktop=”default” column_element_spacing=”default” desktop_text_alignment=”default” tablet_text_alignment=”default” phone_text_alignment=”default” background_color_opacity=”1″ background_hover_color_opacity=”1″ column_backdrop_filter=”none” column_shadow=”none” column_border_radius=”none” column_link_target=”_self” overflow=”visible” gradient_direction=”left_to_right” overlay_strength=”0.3″ width=”1\/4″ tablet_width_inherit=”default” animation_type=”default” enable_animation=”true” animation=”grow-in” animation_easing=”default” bg_image_animation=”none” border_type=”simple” column_border_width=”none” column_border_style=”solid”][team_member image_url=”581″ bio_image_url=”472″ team_memeber_style=”bio_fullscreen” image_loading=”default” team_member_bio_full_html=”html” name=”Ing. Vladislav Bure\u0161, Ph.D.” job_position=”Head of Department, Technical University of Liberec”]Structural engineer of reinforced concrete structures with many years of experience. Currently, he works as the head of the Department of Structural Engineering at the Faculty of Arts and Architecture of the Technical University of Liberec, specializing in concrete structures.<\/p>\n

Lecture: “The concerns of reinforcing the prestressed trusses with steel pull rods\u201c<\/strong><\/p>\n

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The lecture will deal with the issue of reinforcing prestressed roof trusses whose prestressed reinforcement is damaged by corrosion. The method of reinforcement was developed by the workers of Rada Building, s.r.o. The lecture is based on the experience with consultations and supervision of projects realized by Rada Building, s.r.o.<\/em><\/p>\n<\/blockquote>\n[\/team_member][\/vc_column_inner][vc_column_inner column_padding=”no-extra-padding” column_padding_tablet=”inherit” column_padding_phone=”inherit” column_padding_position=”all” column_element_direction_desktop=”default” column_element_spacing=”default” desktop_text_alignment=”default” tablet_text_alignment=”default” phone_text_alignment=”default” background_color_opacity=”1″ background_hover_color_opacity=”1″ column_backdrop_filter=”none” column_shadow=”none” column_border_radius=”none” column_link_target=”_self” overflow=”visible” gradient_direction=”left_to_right” overlay_strength=”0.3″ width=”1\/4″ tablet_width_inherit=”default” animation_type=”default” enable_animation=”true” animation=”grow-in” animation_easing=”default” bg_image_animation=”none” border_type=”simple” column_border_width=”none” column_border_style=”solid”][team_member image_url=”561″ bio_image_url=”292″ team_memeber_style=”bio_fullscreen” image_loading=”default” team_member_bio_full_html=”html” name=”Ing. Petr Posp\u00ed\u0161il” job_position=”Rada Building Ltd.”]Authorized engineer in the field of statics and dynamics of buildings. Specialized in general statics, specializing in steel structures. Providing, among other things, supervision, inspections, acceptance of structures or visual testing of welds. Lecturer to senior welding personnel.<\/p>\n

Lecture: \u201eA Structural Engineer’s Role in Assessing Dangerous Structures\u201c<\/strong><\/p>\n

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In my lecture, I will introduce the participants to general procedures for building reconstruction, changes of use, additional loading\/unloading of structures, or for already visible undesirable manifestations in structures or risky structures without manifestations.<\/em><\/p>\n<\/blockquote>\n[\/team_member][\/vc_column_inner][vc_column_inner column_padding=”no-extra-padding” column_padding_tablet=”inherit” column_padding_phone=”inherit” column_padding_position=”all” column_element_direction_desktop=”default” column_element_spacing=”default” desktop_text_alignment=”default” tablet_text_alignment=”default” phone_text_alignment=”default” background_color_opacity=”1″ background_hover_color_opacity=”1″ column_backdrop_filter=”none” column_shadow=”none” column_border_radius=”none” column_link_target=”_self” overflow=”visible” gradient_direction=”left_to_right” overlay_strength=”0.3″ width=”1\/4″ tablet_width_inherit=”default” animation_type=”default” enable_animation=”true” animation=”grow-in” animation_easing=”default” bg_image_animation=”none” border_type=”simple” column_border_width=”none” column_border_style=”solid” column_padding_type=”default” gradient_type=”default”][team_member image_url=”577″ bio_image_url=”471″ team_memeber_style=”bio_fullscreen” image_loading=”default” team_member_bio_full_html=”html” name=”Prof. Ing. Martin Morav\u010d\u00edk, PhD.” job_position=”Head of the Department of Concrete Structures and Bridges, UNIZA”]Within the framework of scientific and expert activities he is engaged in research in the field of reliability of prestressed structures and bridges. In addition to the design and modelling of structures, he mainly focuses on the development and application of analytical and experimental methods used in the diagnosis, monitoring and reliability assessment of prestressed structures. Works published at home and abroad in WOS and Scopus databases, OrcID: 0000-0003-4472-4185. Participated in the implementation of European standards for the design of concrete bridges into the system of Slovak standards.<\/p>\n

He is the author of the monograph “Design of prestressed structures according to European standards”, as an example of professional focus is documented by the award “Building of the Year 2018”, which he received as a member of the research team for a unique technical solution.<\/p>\n

Lecture: Analyzing emergency states of selected prestressed bridges in<\/strong> Slovakia<\/strong><\/p>\n

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The paper will deal with a detailed analysis of the failure conditions of selected prestressed bridges in Slovakia, which were built in the 50’s and 60’s, and which occurred in the years (2015 – 2020). The bridges concerned will be first generation precast bar bridges and segmental bridges.<\/em><\/p>\n<\/blockquote>\n

Lecture: <\/em>Application of indirect methods to determine the current level of prestress in the structure<\/strong><\/p>\n

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Problematic prestressed bridge structures have been in service for more than sixty years, and thus knowledge of the current state of their prestress is an essential input for any structural calculation. This fact leads to the need to verify the possibility of using several methods to determine the current value of prestressing force over time. The paper will take the analysis of prestressing using so-called indirect, analytical-experimental methods, e.g. the stress relaxation method (Saw-cut Method). Or the structural response method (Structural Response Method).<\/em><\/p>\n<\/blockquote>\n[\/team_member][\/vc_column_inner][\/vc_row_inner][vc_row_inner column_margin=”default” column_direction=”default” column_direction_tablet=”default” column_direction_phone=”default” text_align=”left” row_position=”default” row_position_tablet=”inherit” row_position_phone=”inherit” overflow=”visible” pointer_events=”all”][vc_column_inner column_padding=”no-extra-padding” column_padding_tablet=”inherit” column_padding_phone=”inherit” column_padding_position=”all” column_element_direction_desktop=”default” column_element_spacing=”default” desktop_text_alignment=”default” tablet_text_alignment=”default” phone_text_alignment=”default” background_color_opacity=”1″ background_hover_color_opacity=”1″ column_backdrop_filter=”none” column_shadow=”none” column_border_radius=”none” column_link_target=”_self” overflow=”visible” gradient_direction=”left_to_right” overlay_strength=”0.3″ width=”1\/4″ tablet_width_inherit=”default” animation_type=”default” enable_animation=”true” animation=”grow-in” animation_easing=”default” bg_image_animation=”none” border_type=”simple” column_border_width=”none” column_border_style=”solid”][team_member image_url=”579″ bio_image_url=”477″ team_memeber_style=”bio_fullscreen” image_loading=”default” team_member_bio_full_html=”html” name=”Ing. Barbora Barteck\u00e1, Ph.D.” job_position=”Rada Building Ltd.”]Authorized engineer in the field of Structural Engineering and Dynamics of Buildings, specializing in steel and timber structures, building failures and reconstruction, building accidents.<\/p>\n

Lecture: “Structural Engineering: Case Studies on Additional Reinforcement and Hazardous Structures<\/strong>“<\/strong><\/p>\n

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In this lecture I will present a concrete example of cases of modification or reinforcement in standard and risk structures.<\/em><\/p>\n<\/blockquote>\n[\/team_member][\/vc_column_inner][vc_column_inner column_padding=”no-extra-padding” column_padding_tablet=”inherit” column_padding_phone=”inherit” column_padding_position=”all” column_element_direction_desktop=”default” column_element_spacing=”default” desktop_text_alignment=”default” tablet_text_alignment=”default” phone_text_alignment=”default” background_color_opacity=”1″ background_hover_color_opacity=”1″ column_backdrop_filter=”none” column_shadow=”none” column_border_radius=”none” column_link_target=”_self” overflow=”visible” gradient_direction=”left_to_right” overlay_strength=”0.3″ width=”1\/4″ tablet_width_inherit=”default” animation_type=”default” enable_animation=”true” animation=”grow-in” animation_easing=”default” bg_image_animation=”none” border_type=”simple” column_border_width=”none” column_border_style=”solid”][team_member image_url=”585″ bio_image_url=”474″ team_memeber_style=”bio_fullscreen” image_loading=”default” team_member_bio_full_html=”html” name=”Martin Ko\u0159\u00ednek” job_position=”Rada Building Ltd.”]Long-standing specialization in steel structures in the implementation phase of projects, realization of complete construction units, solution of material procurement, production, assembly of steel structures, solution of continuity of individual subcontracting processes.<\/p>\n

Lecture: “Economic Analysis: Replacing vs. Reinforcing Load-Bearing Structures – A Case Study”<\/strong><\/p>\n

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Long-standing specialization in steel structures in the implementation phase of projects, realization of complete construction units, solution of material procurement, production, assembly of steel structures, solution of continuity of individual subcontracting processes.<\/em><\/p>\n<\/blockquote>\n

Lecture: “Production and Assembly of an Endoskeleton Steel Structure”<\/strong><\/em><\/p>\n

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The lecture on the realized realizations will illustrate the course of a standard order for the solution of the patented steel support structure Rada Building Ltd. for securing reinforced concrete trusses.<\/em><\/p>\n<\/blockquote>\n[\/team_member][\/vc_column_inner][vc_column_inner column_padding=”no-extra-padding” column_padding_tablet=”inherit” column_padding_phone=”inherit” column_padding_position=”all” column_element_direction_desktop=”default” column_element_spacing=”default” desktop_text_alignment=”default” tablet_text_alignment=”default” phone_text_alignment=”default” background_color_opacity=”1″ background_hover_color_opacity=”1″ column_backdrop_filter=”none” column_shadow=”none” column_border_radius=”none” column_link_target=”_self” overflow=”visible” gradient_direction=”left_to_right” overlay_strength=”0.3″ width=”1\/4″ tablet_width_inherit=”default” animation_type=”default” enable_animation=”true” animation=”grow-in” animation_easing=”default” bg_image_animation=”none” border_type=”simple” column_border_width=”none” column_border_style=”solid” column_padding_type=”default” gradient_type=”default”][team_member image_url=”578″ bio_image_url=”475″ team_memeber_style=”bio_fullscreen” image_loading=”default” team_member_bio_full_html=”html” name=”Ing. Petr Mynar\u010d\u00edk, Ph.D.” job_position=”Head of Department, Faculty of Civil Engineering, Technical University Ostrava”]Head of the Experimental and Diagnostic Building Centre, Faculty of Civil Engineering, V\u0160B – Technical University Ostrava. He deals with diagnostics and building technical surveys of reinforced concrete and steel structures. Specialist in building inspections in difficult access conditions. Technician of NDT testing in construction industry.<\/p>\n

Lecture: “Diagnostics and Structural Surveys of Roof Structures: Fundamental for Structural Analysis\u201c<\/strong><\/p>\n

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The installation of a PV plant on an existing roof structure is a significant intervention in the building’s support system and requires a structural analysis of the support structure. In order to make an objective and above all correct structural assessment, the structural engineer needs a lot of information. It can be drawn from available project documentation, which is often incomplete or not preserved at all. n such cases, it is necessary to carry out a structural engineering survey of the structure, which currently has a number of modern non-destructive or semi-destructive methods at its disposal. In my lecture, I will share my experience from a number of surveys carried out and introduce building owners to the procedures used in the diagnosis of building structures.<\/em><\/p>\n<\/blockquote>\n[\/team_member][\/vc_column_inner][vc_column_inner column_padding=”no-extra-padding” column_padding_tablet=”inherit” column_padding_phone=”inherit” column_padding_position=”all” column_element_direction_desktop=”default” column_element_spacing=”default” desktop_text_alignment=”default” tablet_text_alignment=”default” phone_text_alignment=”default” background_color_opacity=”1″ background_hover_color_opacity=”1″ column_backdrop_filter=”none” column_shadow=”none” column_border_radius=”none” column_link_target=”_self” overflow=”visible” gradient_direction=”left_to_right” overlay_strength=”0.3″ width=”1\/4″ tablet_width_inherit=”default” animation_type=”default” enable_animation=”true” animation=”grow-in” animation_easing=”default” bg_image_animation=”none” border_type=”simple” column_border_width=”none” column_border_style=”solid”][\/vc_column_inner][\/vc_row_inner][\/vc_column][\/vc_row]\n","protected":false},"excerpt":{"rendered":"

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