Shear Capacity of Exterior Beam-Column Joints
Reinforced with GFRP Bars and Stirrups

Shear Capacity of Exterior Beam-Column Joints Reinforced with GFRP Bars and Stirrups

Lưu vào:

Hiển thị chi tiết
Tác giả chính:	Hasaballa,Mohamed
Định dạng:	text
Ngôn ngữ:	vie
Truy cập trực tuyến:	https://thuvien.huce.edu.vn/Opac/DmdInfo.aspx?dmd_id=21992
Từ khóa:	Thêm từ khóa bạn đọc Không có từ khóa, Hãy là người đầu tiên gắn từ khóa cho biểu ghi này!

Tài liệu tương tự

Seismic Performance of GFRP-RC Exterior Beam – Column Joints with Lateral Beams
Thông tin tác giả:: Ghomi,Shervin K.

Shear Capacity of RC Beams with Carbon Fiber-Reinforced Polymer Stirrups with Rectangular Section
Thông tin tác giả:: Lee,C.

Evolutionary Polynomial Regression – Based Statistical Determination of the Shear Capacity Equation for Reinforced Concrete Beams without Stirrups
Thông tin tác giả:: Fiore,Alessandra

Flexural behaviour of RC beams reinforced with compressive steel bars and two-piece enclosed stirrups
Thông tin tác giả:: Lin,Feng

Shear Behavior of Basalt Fiber Reinforced Concrete Beams with and without Basalt FRP Stirrups
Thông tin tác giả:: Issa,Mohsen A.

Experimental and analytical shear evaluation of concrete beams reinforced with glass ﬁber reinforced polymers bars
Thông tin tác giả:: Said,Mohamed

Axial load-axial deformation behaviour of circular concrete columns reinforced with GFRP bars and helices
Thông tin tác giả:: Karim,Hogr

Experimental Investigations on Circular Concrete Columns Reinforced with GFRP Bars and Helices under Different Loading Conditions
Thông tin tác giả:: Hadi,Muhammad N. S.

Concrete Contribution to Shear Strength of Beams Reinforced with Basalt Fiber-Reinforced Bars
Thông tin tác giả:: Refai,Ahmed El

Structural behavior of RC engineered cementitious composite (ECC) exterior beam–column joints under reversed cyclic loading
Thông tin tác giả:: Said,Shwan H.

Effect of Transverse Reinforcement Ratio on the Shear Strength of GFRP-RC Continuous Beams
Thông tin tác giả:: Mahmoud,Karam

An experimental study on the shear capacity of corroded reinforced concrete beams without shear reinforcement
Thông tin tác giả:: Nguyen Ngoc Tan

An experimental study on the shear capacity of corroded reinforced concrete beams without shear reinforcement
Thông tin tác giả:: Nguyen Ngoc Tan

Shear Behavior of Circular Concrete Members Reinforced with GFRP Bars and Spirals at Shear Span-to-Depth Ratios between 1.5 and 3.0
Thông tin tác giả:: Ali,Ahmed H.

Shear Strengthening of T-beam with GFRP
Thông tin tác giả:: Panda, Kishor Chandra, và những người khác
Thông tin xuất bản: (2020)

Design Equations for Flexural Capacity of Concrete Beams Reinforced with Glass Fiber – Reinforced Polymer Bars
Thông tin tác giả:: Xue,Weichen

Modeling the flexural behavior of corroded reinforced concrete beams with considering stirrups corrosion
Thông tin tác giả:: Nguyen Trung Kien

Performance of Steel-Reinforced Concrete Beam-to-Column Joints after Exposure to Fire
Thông tin tác giả:: Song,Tian-Yi

Shear Deformation and Sliding-Based Fiber Beam-Column Model for Seismic Analysis of Reinforced Concrete Coupling Beams
Thông tin tác giả:: Ding,Ran

A combination of GFRP sheets and steel cage for seismic strengthening of shear-deﬁcient corner RC beam-column joints /Esmaeel Esmaeeli a, ⇑ , Fakhreddin Danesh b , Kong Fah Tee a , Sassan Eshgh
Thông tin tác giả:: Esmaeeli,Esmaeel

Seismic Performance of GFRP-Reinforced Concrete Rectangular Columns
Thông tin tác giả:: Ali,Mahmoud A.

Fracture Performance of GFRP Bars Embedded in Concrete Beams with Cracks in an Alkaline Environment
Thông tin tác giả:: Yang,Wen-rui

Safety and Serviceability of Reinforced Concrete Beam-Column Joints Supported by Shores and Reshores during Construction
Thông tin tác giả:: Chun,Sung-Chul

Punching Shear Strength of GFRP-RC Interior Slab – Column Connections Subjected to Moment Transfer
Thông tin tác giả:: Gouda,Ahmed

Behavior of GFRP-RC Interior Slab-Column Connections with Shear Studs and High-Moment Transfer
Thông tin tác giả:: Gouda,Ahmed

Efficiency of Externally Bonded L-Shaped FRP Laminates in Strengthening Reinforced-Concrete Interior Beam-Column Joints
Thông tin tác giả:: Yu,Jiangtao

Experimental Evaluation of Slender High-Strength Concrete Columns with GFRP and Hybrid Reinforcement
Thông tin tác giả:: Hales,Thomas A.

Prestressed glulam beams reinforced with CFRP bars
Thông tin tác giả:: Yang,Huifeng

Effect of Shear Studs and High Moments on Punching Behavior of GFRP-RC Slab – Column Edge Connections
Thông tin tác giả:: Gendy,M. G. El-

Investigation of corrosion of steel stirrups in reinforced concrete structures
Thông tin tác giả:: Lu,Zhao-Hui

Impact Behavior of FRP-Strengthened RC Beams without Stirrups
Thông tin tác giả:: Pham,Thong M.

Concept Development and Evaluation of a New GFRP Reinforcement Geometry for Concrete Beams
Thông tin tác giả:: Bright,Christopher

Experimental investigation of reinforced concrete beams with spiral reinforcement in shear
Thông tin tác giả:: Shatarat,Nasim

Finite element parametric study of reinforced concrete beams shear-strengthened with embedded FRP bars /Michael Qapo a , Samir Dirar a, ⇑ , Yaser Jemaa
Thông tin tác giả:: Qapo,Michael

Mechanisms of shear resistance of one-way concrete slabs reinforced with FRP bars
Thông tin tác giả:: Salam,Bahira Abdul-

Member Capacity of Pultruded GFRP Tubular Profile with Bolted Sleeve Joints for Assembly of Latticed Structures
Thông tin tác giả:: Luo,Fu Jia

Shear Capacity of Doubly Skinned Composite Beams with Lacings
Thông tin tác giả:: Anandavalli,N.

Robustness Assessment of Exterior Precast Concrete Frames under Column Removal Scenarios
Thông tin tác giả:: Kang,Shao-Bo

Study on a novel exterior RCS hybird joint by ABAQUS
Thông tin tác giả:: Nguyen Viet Phuong
Thông tin xuất bản: (2023)

Structural Behavior of All-FRP Beam-Column Plate-Bolted Joints
Thông tin tác giả:: Feroldi,Francesca