Closure to “ Numerical Evaluation of the
Behavior of GRS Walls with Segmental Block
Facing under Working Stress Conditions ”
by S. H. Mirmoradi and M. Ehrlich

Closure to “ Numerical Evaluation of the Behavior of GRS Walls with Segmental Block Facing under Working Stress Conditions ” by S. H. Mirmoradi and M. Ehrlich

Lưu vào:

Hiển thị chi tiết
Định dạng:	text
Ngôn ngữ:	vie
Truy cập trực tuyến:	https://thuvien.huce.edu.vn/Opac/DmdInfo.aspx?dmd_id=25223
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

Discussion of “ Numerical Evaluation of the Behavior of GRS Walls with Segmental Block Facing under Working Stress Conditions ” by S. H. Mirmoradi and M. Ehrlich

Geosynthetic Reinforced Soil (GRS) Walls
Thông tin tác giả:: Wu
Thông tin xuất bản: (2020)

Numerical Modeling of the SR-18 Geogrid Reinforced Modular Block Retaining Walls
Thông tin tác giả:: Yu,Yan

Medical terminology for health professions / Ann Ehrlich, Carol L. Schroeder, Laura Ehrlich
Thông tin tác giả:: Ehrlich, Ann, và những người khác

The dominant animal : Human evolution and the environment / Paul R. Ehrlich, Anne H. Ehrlich
Thông tin tác giả:: Ehrlich, Paul R., và những người khác

Experimental and numerical study of Interlocking Stabilized Earth Blocks mechanical behavior
Thông tin tác giả:: Ayed,Hela Ben

Định lý Ehrlich về nhóm.
Thông tin tác giả:: Nguyễn, Trần Thanh Thuận
Thông tin xuất bản: (2013)

Experimental and numerical analysis of the transient hygrothermal behavior of multilayered hemp concrete wall
Thông tin tác giả:: Colinart,T.

Jews and Judaism in modern China / M. Avrum Ehrlich.
Thông tin tác giả:: Ehrlich, M. Avrum (Mark Avrum), 1958-

Teaching American English pronunciation / Peter Avery, Susan Ehrlich
Thông tin tác giả:: Peter, Avery

Schaum's outline of theory and problems of punctuation, capitalization, and spelling /Eugene Ehrlich
Thông tin tác giả:: Ehrlich, Eugene1922-2008

Closure to “ Reservoir Flood Season Segmentation and Optimal Operation of Flood-Limiting Water Levels ” by Haiyan Jiang, Zhongbo Yu, and Chongxun Mo

Numerical investigation of the effect of non-isotherme sorption characteristics on hygrothermal behavior of two bio-based building walls
Thông tin tác giả:: Rahim,M.

Jaws : the story of a hidden epidemic / Sandra Kahn and Paul R. Ehrlich
Thông tin tác giả:: Kahn, Sandra, và những người khác

Stress distribution among sheathing-to-frame nails of timber shear walls related to different base connections: Experimental tests and numerical modelling
Thông tin tác giả:: Gattesco,Natalino

The HarperCollins dictionary of economics /Christopher Pass ... [et al.] ; series editor, Eugene Ehrlich.
Thông tin tác giả:: Ehrlich, Eugene H., và những người khác

The financial services marketing handbook : tactics and techniques that produce results / Evelyn Ehrlich, Duke Fanelli
Thông tin tác giả:: Ehrlich, Evelyn, và những người khác

Closure to “ Improved Simplified Method for Prediction of Loads in Reinforced Soil Walls ” by Tony M. Allen and Richard J. Bathurst

Hygrothermal properties of blocks based on eco-aggregates: Experimental and numerical study
Thông tin tác giả:: Bourdot,Alexandra

Retaining Wall Field Condition Inspection, Rating Analysis, and Condition Assessment
Thông tin tác giả:: Butler,Cedrick J.

Der Ehrliche ist der Dumme :über den Verlust der Werte : ein Essay /Ulrich Wickert.
Thông tin tác giả:: Wickert, Ulrich.

A modified FCN-based method for Left Ventricle endocardium and epicardium segmentation with new block modules/ Do-Hai-Ninh Nham
Thông tin tác giả:: Do-Hai-Ninh Nham

Closure to “ Kinematic Framework for Evaluating Seismic Earth Pressures on Retaining Walls ” by Scott J. Brandenberg, George Mylonakis, and Jonathan P. Stewart

Flexural behavior of precast concrete segmental beams with hybrid tendons and dry joints
Thông tin tác giả:: Jiang,Haibo

Experimental investigation of the mechanical behavior of the steel ﬁber reinforced concrete tunnel segment
Thông tin tác giả:: Meng, Guowang

Crop Production under Stressful Conditions
Thông tin tác giả:: Kokubun, Makie, và những người khác
Thông tin xuất bản: (2020)

Effect of Elastic Modulus of Carbon Fiber-Reinforced Polymer Strands on the Behavior of Posttensioned Segmental Bridges
Thông tin tác giả:: Yang,Xiong

Evaluating the Seismic Behavior of Segmental Unbounded Posttensioned Concrete Bridge Piers Using Factorial Analysis
Thông tin tác giả:: Zhang,Qi

Conservation of acquired morphology and community structure in aged bioﬁlms after facing environmental stress
Thông tin tác giả:: Saur, T.

Discussions and Closures

Numerical modeling of ventilated wall cavities with spray evaporative cooling system
Thông tin tác giả:: Alaa Alaidroos (PhD) (LEED AP BD+C)

Experimental research on stress-strain curves and equivalent stress block parameters for cement concrete with compressive strength ranged from 30MPa to BOMPa
Thông tin tác giả:: NGUYEN HUU ANH

Seismic Response Evaluation of Ductile Reinforced Concrete Block Structural Walls. II: Displacement and Performance–Based Design Parameters
Thông tin tác giả:: Siyam,Mustafa A.

Seismic Response Evaluation of Ductile Reinforced Concrete Block Structural Walls. II: Displacement and Performance – Based Design Parameters
Thông tin tác giả:: Siyam,Mustafa A.

Hysteretic behavior of timber framed shear wall with openings
Thông tin tác giả:: Anil,Özgür

Vekua type hierarchical models for prismatic shells with mixed conditions on face surfaces /George Jaiani
Thông tin tác giả:: Jaiani,George

Seismic Response Evaluation of Ductile Reinforced Concrete Block Structural Walls. I: Experimental Results and Force-Based Design Parameters
Thông tin tác giả:: Siyam,Mustafa A.

Seismic Response Evaluation of Ductile Reinforced Concrete Block Structural Walls. I: Experimental Results and Force-Based Design Parameters
Thông tin tác giả:: Siyam,Mustafa A.

Seismic Response Evaluation of Ductile Reinforced Concrete Block Structural Walls. I: Experimental Results and Force-Based Design Parameters
Thông tin tác giả:: Siyam,Mustafa A.

A numerical study of coupled timber walls with slip friction damping devices
Thông tin tác giả:: Hashemi,Ashkan