{"id":1260,"date":"2022-01-27T08:49:28","date_gmt":"2022-01-27T06:49:28","guid":{"rendered":"https:\/\/dia.com.ro\/structures-with-reinforced-concrete-shear-walls-comparison-between-the-provisions-of-the-design-codes-applicable-in-romania-cr2-1-1-1-2013p100-1-2013-sr-en-1993-1-8\/"},"modified":"2022-03-30T15:08:41","modified_gmt":"2022-03-30T12:08:41","slug":"structures-with-reinforced-concrete-shear-walls-comparison-between-the-provisions-of-the-design-codes-applicable-in-romania-cr2-1-1-1-2013p100-1-2013-sr-en-1993-1-8","status":"publish","type":"post","link":"https:\/\/dia.com.ro\/en\/structures-with-reinforced-concrete-shear-walls-comparison-between-the-provisions-of-the-design-codes-applicable-in-romania-cr2-1-1-1-2013p100-1-2013-sr-en-1993-1-8\/","title":{"rendered":"Structures with reinforced concrete shear walls: Comparison between the provisions of the design codes applicable in Romania CR2-1-1.1\/2013+P100-1\/2013, SR EN 1993-1-8"},"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” 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”][vc_column column_padding=”no-extra-padding” column_padding_tablet=”inherit” column_padding_phone=”inherit” column_padding_position=”all” column_element_spacing=”default” background_color_opacity=”1″ background_hover_color_opacity=”1″ 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” tablet_text_alignment=”default” phone_text_alignment=”default” animation_type=”default” bg_image_animation=”none” border_type=”simple” column_border_width=”none” column_border_style=”solid”][divider line_type=”No Line”][vc_column_text el_class=”autori-post”]eng. \u015etefan Marin, eng. Dan Iancu, eng. Gabriel Florea, eng. C\u0103t\u0103lina Bucurici
\n<\/strong>[\/vc_column_text][\/vc_column][\/vc_row][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” 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”][vc_column column_padding=”no-extra-padding” column_padding_tablet=”inherit” column_padding_phone=”inherit” column_padding_position=”all” column_element_spacing=”default” background_color_opacity=”1″ background_hover_color_opacity=”1″ 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” tablet_text_alignment=”default” phone_text_alignment=”default” animation_type=”default” bg_image_animation=”none” border_type=”simple” column_border_width=”none” column_border_style=”solid”][vc_column_text]\n

Summary<\/strong><\/h2>\n[\/vc_column_text][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_spacing=”default” background_color_opacity=”1″ background_hover_color_opacity=”1″ column_shadow=”none” column_border_radius=”none” column_link_target=”_self” 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_column_text]\n

This article aims to simultaneously present the provisions of the design codes in
\nseismic zones of structures with reinforced concrete shear walls and to highlight the qualitative and quantitative differences
\nof the design philosophies contained in these codes. The comparative study
\nincludes the Romanian design codes for structures with RC shear walls
\nin seismic zones P100-1\/2013 together with CR2-1-1.1\/2013, the European norms package
\nEN1998-1\/2006 together with EN1992-1-1\/2006 and the American standard
\nACI318-14. The comparison follows the provisions regarding the behavior of RC shear-walled structures,
\ndetermination of design forces, minimum constructive geometry for the RC section,
\nminimum constructive reinforcement for RC shear walls
\nand the determination of their capacity.<\/p>\n[\/vc_column_text][\/vc_column_inner][\/vc_row_inner][\/vc_column][\/vc_row][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” 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”][vc_column column_padding=”no-extra-padding” column_padding_tablet=”inherit” column_padding_phone=”inherit” column_padding_position=”all” column_element_spacing=”default” background_color_opacity=”1″ background_hover_color_opacity=”1″ 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” tablet_text_alignment=”default” phone_text_alignment=”default” animation_type=”default” bg_image_animation=”none” border_type=”simple” column_border_width=”none” column_border_style=”solid”][image_with_animation image_url=”959″ image_size=”full” animation_type=”entrance” animation=”Fade In” hover_animation=”none” alignment=”center” border_radius=”none” box_shadow=”none” image_loading=”default” max_width=”100%” max_width_mobile=”default”][\/vc_column][\/vc_row]\n","protected":false},"excerpt":{"rendered":"

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